SW6140403_APPROVED PLANS_20140815

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW (y17e O3
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEQ�'7"i%�l�
YYYYMMDD

I I
I �
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NOW OR FORMERLY
JAMES C. HAMMOND
DB 1650 PG 601
NOW OR FORMERLY I
NOV OR F RM RLY NOW OR FORME RUBY CAETER
JU MP ON I THEDIS WILKINS DB 15-C PG 393 I EXIST.
DB 15-R PG 428 DB 17-B PG 232 I OUT BLDGS.
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EXIST. DITCH I I
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TEMPORARY BENCH MARK
ELEV.-158.90
ELEV. DATUM: NAVD88
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NOW OR FORMERLY I EXIST. OUT DRIVEWAY
1
DEBBIE A. LOCKLEAR I
DB 1799 PG 516 I
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NOW OR FORMERLY I
WADE C. GR
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DAIS LOCKLEAR I
DB 16-D PG
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PROP.#171oN I 2}� Q U, � I I � I N W
POND I
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UNIT • 3$ t I UNIT • 2 I i I y P O I yI£ I LEGEND
E IST. MH I �1 i I � 1 IA -------- FRONT WHEELS
s A PrI O RIM 156.E 1 I r 1" 6 6' I 'I ' r I ----- REAR WHEELS
146.31 jO.Q' .6 I In ^ � 1 m S�
IS•_PSD xI tJ ID• o G $I m;€; oe m VEHICLE'S OUTSIDE CORNER
�ocKLEAR¢✓ �
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LL&J
-'4 TING ENO\\
P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
Telephohe: [phone]
Fax: [phone]
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P-0754
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= 029469 -
- 17
k1AXIEER
''/7j7jr//TIE
.,�^^ c PROP. 5.0'
,DO t3 P50�1 0 ' " o o 51DEWALK(TYP) oI ig� I + I I I $ F I M � IMPERVIOUS AREA RATIO CALCULATIONS IO=J4
y 5
0T ° 1 I� ° $I ? I :• vs+� MAX. IMPERVIOUS AREA SHALL BE 35% U
D 1 I o v I 8 6' I z�; PROJECT SIZE: 12.0 AC. U
© I II I Im I I NT. /W PROP. IMPERVIOUS AREA 3.17 AC. 7 �4
0 0 , � , oo i :j; o + ` x 12 I' ¢ 3.17 AC. / 12 AC.= 26.42% < 35% THEREFORE OK
\ 5 a PROP. 150' SIGHT I I m �� CENT • ®13 UNIT - 4 O' UNIT -1 �Z I II ! ; I m
60ID' PROP. ADA \ 3 0' Q I I I ? 1I • r
DIN (TYP) DEVELOPMENT NOTES:
9XMP-(TYP)-- - 11 M mF8. y(p EO y� UNIT - 5 i I I 1210' v I
��jjQ ® I I ' i� ,Im [:12.0'
1. PEMBROKE SENIOR VILLAGE WILL BE DEVELOPED AS A SINGLE PARCEL 1� P-I Q
\ ro UNIT -14 ecc �p , (P/�,� ��i+f ba '1 Ao• I jn' 12.0' 2. BUILDINGS SHALL HAVE AT LEAST 16 FT OF OPEN SPACE BETWEEN 0 Q o0
i I 6. - I I I UNIT •20 �// � \ e -S 2. O 0.-p jE� m _ - - �PROP'(M e R _ 1 I I'If I BUILDINGS. 1"� N
I �� �J�{y d �.-AO�- I 3. FIRE HYDRANTS SHALL BE NO MORE THAN 50 FEET FROM ANY
I RAMP (TYP) I } I -
c � 5 � , // � npT ,RI PROP. 5.0' I p � , I I � BUILDING. EACH BUILDING WILL BE WITHIN 350 FEET OF A HYDRANT. O �
g o II I , �ilp Wf \ ' _ ®o c SIDEWALK(TYP) D II ! 1 1 4. SOLID WASTE COLLECTION WILL BE BY ROLL OUT CONTAINER AND STORED F- (�
0011 AT THE REAR OF EACH UNIT 0 W Y
rc p -1 I I I I UNIT -19 0/ UNIT -21 P a o� 8 $ O I}®�� I- SD• aRtY9>E-8712 _� I : I�j W A Z
tti m • jsj U, ¢hr 11 / R°? 25 0.� \ ` ` m m \ * o E I
z PROP. 5.0' (]y'ik II Q I c y'-�_i NRet_ N o
NOW OR FORMERLY ,'^„ SIDEWALK(TYP) I� - - - V // y t96.et' 8 u wN TANGENT - 2724Y '
T A I_-a_mll R_I I I HUNTERS RUN AV I%] A LLJ
VENTURE PROPERTIES GROUP, LLC of Q '1 I-il IS_PSDE //
DB 1687 PG 157 x I o UNIT-22 a®,® �- D-._ _ _ N g�3 o II g4 i I t^ (I , i \�
20.0' I r'r a - I- \ ,v _ .e -- tf 115' PSDE \\ ^O. PROP. 50 PRIV W 1 1r 0/ z
'I WhN ' PROP. RB ``��� Q� e© \ ei I i315 SIGHT# 1 i .--.-.- W <c
UNIT - 15 I I IO I TRANSI (TYP.) m Oqa� UNIT - 23 �PRDIs* NCE (TYP)J \ 21,0
.0 I I I I_ I PROP )SE G
I Iv ' I UNIT-18 � e4 PROP. PICNIC 1 1 I 111 i Fo °\� FUTURE DE EL PM NT (�1 CL
`s, UNIT • 24 PROP. 25' CORNI Q•F I Z
b 0 00 I M SHELTER PROP. 5.0' I O MONU ENT ON I \ I t : m (\ F a
\fMr ISIOTY LINE ( I • iA �JI i I �i OJ ik G) O
© Ix \ SIDEWALK(TYP) O6 PROP. i f �j WFTT
p,� � I Q COMMUNITY �'� I I
! OPEN SPACE I o 5D 0' o \ I 1 Qy BUILDING vI CIF-` n I
N R a I 77
PROP. 5.0' UNIT - 25 _ p AiP I O vlI I i NL AY ? 1 S m F'1
O I O. \ P' 11 Z
N I 5.�'� 1 2eg.° t I SIDEWALK(TYP) •• % PROP.
DTZlION ) Q I i 0 4 0l 0 1 I i I :D_ Ion ~
d. I n /\ / OPEN SPACE-�i`-'s14p.0ID M4 �' a
Z I �1
4\ 111
UNIT•T6 -119• I UNIT-17 ff��-,�,y
Q OPEN SPACE 4 '�Mp . �44,.v o a 1 1 s Ii ; II R 61 IT
IT
3 DO Ga°9 O sSfMf\ i
°� 25.o'I I I1 II I x1 !I °
20.0' ER ME R SE BACK L J _ - - _ - - 0.0 P RIMETER ETBACK - - _._.._._._._ QO U 0
I R4�P.(1PICNI \ 81 R 1 O
DRAINAGE EASEMENT ______1 ______SHELTER j I\3 _ _ _ �_�.-►..-►.. y. -► .-►..-►. -► .-r. - ~Qam WO
7 29.D 1 I .y.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..•..._.._.._.._... W W 2
S.I.R N46'S9 57'�W PROPERTY ONE i p¢.
Q PROPERTY LINE EX. IFIV. S.I.9 S M.N n - uj a N W O
PROP. PLAYGROUND r SHEET LEGEND
(OUT)=151.57 i I Z 't = AND BENCHES 'i I I I m c U
FLOOR AREA RATIO CALCULATIONS I. C1.0 SITE PLAN W o�
IJOW OR FORMERLY PROP. ABOVE ! I ' C2.0 - LANDSCAPE PLAN d d
VENTURE PROPERTIES GROUP, LLC GROUND GARDENS) ` i y m C3.D - ROAD PROFILE t m O
30 BEDROOM UNIT= 1,658 SF 30x1,658 SF= 49,740 SF ? 1 c nn
DB 1687 PG 157 PROP. GRILLS (2) 1 1 In n a o z
20 BEDROOM UNIT= 2,146 SF 20x2,146 SF= 42,920 SF C4.0 - ROAD PROFILE
1 COMMUNITY BUILDING= 2,1130 SF N I + z C5.0 - GRADING PLAN cr o Wm
I
GENERAL NOTES: UNITS PER ACRE CALCULATIONS OPEN SPACE RATIO CALCULATIONS N .I 1 , I� C6.0 - STORM PROFILE N �
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC TOTAL FLOOR AREA: 49,740+42,920+2,180= 94,840 SF 2.18 AC 1 I = C7.0 _ UTILTIY PLAN ¢ z
DEVELOPMENT SIZE: 12 AC MAX. DEWELLINGS UNITS PER ACRE SHALL BE 11 MAX. OPEN SPACE RATION SHALL BE 55% ; i z I + I C8.0 UTILITY PROFILE a z w
INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES. "t : C9.0 - UTILITY PROFILE vi cD
PROJECT SIZE: 12 AC. PROJECT SIZE: 12.0 AC. a
2. DEED REFERENCE(S) - DEED BOOK 1687 PG 157 MAX. FAR= 3:1 TOTAL NUMBER OF DEWELLING UNITS: 50 PROP. OPEN SPACE: 4.09 AC. • 1 I ' C10.0 - EROSION CONTROL I-rnw 1
3. TAX PARCEL ID - 141601001 ® I C11.0 - DETAILS AND SPECIFICATIONS Wo r, p
PROP. FAR= 12.0/2.18= 5.50:1 50 UNITS/12 AC- 4.2 - 5 4.09 AC. 12.0'= 34% < 55% THEREFORE OK ti14'I+4-= z
4. CURRENT OWNER - VENTURE PROPERTIES GROUP, LLC / 1: 1. C12.0 - DETAILS AND SPECIFICATIONS
5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA 5 UNITS PER AC < 11 UNRS PER AC(MAX) THEREFORE QK Ir;+It'§' EXIST. MH I I I I C13.0 - DETAILS AND SPECIFICATIONS w a
AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN f 1c`.tl% RIM= 1147. 1 - a
DEVELOPMENT DATA '' LE.(our= 147.11 I C14.0 DETAILS AND SPECIFICATIONS gVl o
DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D C15.0 DETAILS AND SPECIFICATIONS a
6. ELEVATION DATUM: NAVD88 TOTAL ACREAGE: +/-12.32 ACRES DEVELOPER: LUMBEE LAND DEVELOPMENT, INC. CO -DEVELOPER: SHELTER INVESTMENTS DEVELOPMENT CORP. I I _ oy)
7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE TOTAL ACREAGE TO BE DEVELOPED: +/-12.00 ACRES 6984 NC HWY 711 POST OFFICE BOX 1673 Know what's below. I I C16.0 - DETAILS AND SPECIFICATIONS
C18.0 DETAILS AND SPECIFICATIONS a o <
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE TOTAL ACREAGE LOCATED IN NCDOT R/W: +/- 0.32 ACRES PEMBROKE, NORTH CAROLINA 28372 BOONE, NORTH CAROLINA 28607 PROP. 450' SIGHT � 1 n Ct 8.0 - DETAILS AND SPECIFICATIONS o o Z i
Ph: [phone] Ph: [phone]/Fax: [phone] Call before you di DISTANCE I O
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE EXIST. ZONING: R-8 MULTI -FAMILY Y 9' (T�) F vi z al
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXIST. UTILITIES PRIOR COUNTY: ROBESON COUNTY I i z F �v
TO COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXIST. ` o a rn > o
ENGINEER: LOCKLEAR LOCKLEAR & JACBOS ENGINEERING ARCHITECT: TISE-KIESTER ARCHITECTS PLLC I ' In z m
UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE MULTI -FAMILY RESIDENTIAL DEVELOPMENT REQS (R-8) 114 WEST 3RD STREET 119 E. FRANKLIN ST. STE 300 I LEGEND o a a ¢ F
ENGINEER IMMEDIATELY. PEMBROKE, NORTH CAROLINA 28372 I I I W� _�Ly
8. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE MIN. LOT AREA: 8,000 S.F. CHAPEL HILL, NORTH FAX: [phone] SIGN LEGEND ' I
PRIOR TO INTERRUPTION OF ANY EXIST. UTILITY, IF BEING UTILIZED. Ph: [phone]/Fox: (866)-527-8335 PH: [phone]/FAX: [phone] I i ... ...- a m oT'i
9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT MIN. LOT WIDTH: 80 FT.
EXIST. DITCH W _ rn a
/ MIN. FRONT YARD: 30 FT. SURVEYOR: JOHNNY W. NOBLES & ASSOCIATES f� PROP. VAN ACCESS w I o a o g a
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION. MIN. REAR YARD: 30 FT. 416 CHESTNUT STREET LUMBERTON, SOILS ENGINEER: ECS RAROUNAS, STREET
10. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL 726 RAMSEY STREET '� '
UNDERGROUND AND OVERHEAD UTILITIES. MIN. SIDE YARD: 15 Ff. NORTH CAROLINA 28358 ETTEVILLE, NORTH CAROLINA 28301 t EXIST. OVERHEAD POWER LINE
11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. Ph: [phone]/Fax: [phone] © PROP. NO PARKING ZONE jltv0 I I """ EXIST. TOP OF BANK ' v w a a Z
12 THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY UNIT COUNT: PH: [phone]/FAX: [phone] © PROP. H/C PARKING Ilp I I W EXIST, WATER LINE > 1 a O o
W a_ N
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO TOTAL UNITS: 50 UNITS
CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT
ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, 1 BDRM UNITS 30 UNITS
DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER. 2 BDRM UNITS 20 UNITS
PROPOSEDROAD DA
A
ROAD NAM
LENGTH
DESIGNA77ON
FO FA7HERS DRIVE
1136
PUBLIC
SP l7E DRIVE
97
PUBLI
WIS WAY DRIVE
329
PUBLIC
1862
OD PROP. STOP SIGN (MUTCD RI-1)
©
Q FIRE LANE
II ; I
, ( I
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EXIST.
EXIST.
SEWER
STORM
LINE
DRAINAGE PIPE
N M •F
DATE: 03 - 28 - 2014
DRAWN BY: JAB
SURVEY MARKER LEGEND
I>
I
1d
EXIST.
POWER
POLE
CHECKED BY: JEL
PARKING REQUIREMENTS SHEET TITLE:
UTILITY PROVIDERS:
1.5 SPACES FOR EACH 1 BEDROOM UNIT, 2 SPACES FOR EACH
2 BEDROOM UNIT, 2.5 SPACES FOR ALL UNITS OVER 2 BEDROOM. WATER & SEWER: TOWN OF PEMBROKE UTILITY DEPARTMENT
PARKING SPACES SHALL BE A MIN. OF 91x17' 349 EAST RAILROAD ST
PEMBROKE, NORTH CAROLINA 28372
1 BDRM X 1.5 + 2 BDRM X 2 = TOTAL REQD. SPACES PH: [phone]
30 X 1.5 + 20 X 2 = 65 SPACES REQD.
TOTAL SPACES REQD: 65 ELECTRICITY: LREMC
PROP. SPACES: 9b + 5 H/C SPACES 605 E. FOURTH AVE. MAX
s'sf �YeriUFyrT I- 1 i ri4 `�jy} ilt� 'i'r /`' r
+I / i4T ryM4 It-J;11 r l$r 3�r I[ rr'i!�I It IS} 1i rQ
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VICINITY MAP LEGEND
EXIST. PEMBROKE TOWN LIMITS
EXIST, PEMBROKE ETJ
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VICINITY MAP EXIST. I I I
OUT BLDG.
SCALE: 1": 3,00 NOW OR FORMERLY I I NOW OR FORMERLY I I
RUBY N. HUNT
NTURE PROPERTIES GROU LLB I D 494 PG 111 I i
DB 1687 PG 157 I NOW OR FORMERLY I I NOW OR FORMERLY i
I I GENEVA LOC EXIST. T TERRY DALE PATE
G 306 I BLDG. I DB 15-R PG 428
I
I
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I I I
I
S46'57'48"E
S.LR
--- ------ ------ WEf3-SPAM ---o
N
UNIT-12 PROP. CURB N
O I TRANSITION (TYP.)
d
SIDE�ROP. 5.0'
,'MiTa i \ UNIT -11 2&8'- UNIT -10
m \ UNIT • 9
4 e N OP. 5' SETBA
PEMBROKE,
EXIST.
OUT BLDG.
1•I�L-Sft
I � Gg - v PROP. 5.0'
UNIT-8 BIDEWALK(TYP)
o
s� PROP. FOREFATHERS IVE _ g PRO zs•S
TANGENT - 287.89' a 1n 'm
--��---I--'fo- i-- --�-----7 001jY2 - --r �f UNIT-7
PROP. 50 PRNATE(R,'®I
_ - e - s w PROP 2 �wJf
UNIT-6
S.I.R. SET IRON ROD ' 0 PROP. CONCRETE
I WHEEL STOPS --
F.I.R. FOUND IRON PIPE
S.M.N. PK NAIL PROPOSED STORM DRAINAGE'PIPE SITE
PAVING SPECIFICATIONS ❑® PROPOSED CATCH BASIN i
NCDOT SPEC. ' I C 5 2014 r L)k
2" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5SA O PROPOSED JUNCTION BOX
TOTAL SPACES PROVIDED= jQ4 > therefore OK MAx 7" COMPACTED ABC BASE COURSE OR
9" STBC, TYPE A OR C
RED SPRINGS, NORTH CAROLINA 28377 GRAPHIC SCALE
COMMUNITY CENTER 1 SPACE/200 S.F. CONTACT: KAREN LLOYD 2.0' ROLL TYPE 2.0' ROLL TYPE FINAL DRAWINGS SHEET NUMBER
PROP. COMMUNITY CENTER: 1,712 S.F - 1712/200= 8.5 - 9 SPACE REQD. PH:[phone] CURB k GUTTER CURB &GUTTER 5q 0 215 5� -I
LOCAL RESIDENTIAL STREET A -A I I
TOTAL SPACES PROVIDED= 14 > 2 therefore OK TYPICAL ROAD X-SECTION RELEASE FOR CONSTRUCTION C 1.0
1 INCH = 50 FEET
PROJECT# 13-09110
5.0' 110,
28.0' B BC 11
0' 5.0,
GRASS
AREA
2.D• I
12.0' PAVEMENT 12.0' PAVEMENT
2.0'
GRASSED
AREA
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,
aorc
a
1/4"/FT -
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I DB 15-C PG 393 I I I DAIS LOCKLEAR I j
I I I DB 15-R PG 428 I OB 17-8 PG 232 I I I DB 1 -q PG 035 I EX. INV. 12_RQPII I s I 1
I I I I I F_(O T)=152.61
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................................................................................_..........._..................................................................................................................................................................................................................... S47 1$ 26 139.11 :. Z
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- - - - - - - - - - - - - - - - - - - - - - - - - -
OPEN SPAC-€ 20.0' PERIMETER SETBACK W�� \RgTNgG T � 20.0' PERIMETER SETBACK
1
C?s
UNIT - 12 OPEN SPACE
L71 YY 1 I X
' PROP. RETENTION 1 I ' 1 q
UNIT -10
POND 1 I 2 00
l \ UNIT -11 UNIT - 9 `� UNIT - 3 £ B UNIT - 2 I I ! i c C) "Il D
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UNIT-8 INV�146.631
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PROP. ` OREFATHER� RIVE o
1 TANGENT - 287.89 _ -- ®® UNIT - 7 4 , / 'o \ ` / / E
50 PRIVATE II--- - CURVE - 6J.4� 'h ® �' /l �? J' Vr J m f 11 I� •�+ + t OS 1
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Fo �� I I1 I l� l ilk IF
UNIT -14 (PP
I UNIT -20
UNIT -13 "
1 00
I I UNIT 4 , // UNIT
y � -21
cz //
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1�N"y1/y�CURVE�I65.8I• g
W I // n TANGENT - 272.4T
m i 1
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I---------15, PSDE // UNIT-22
jai- ---------------- \ W w w w W--►=� W w
- _ -
- -_ ---- - - w w --
--��� ®®
15' PSDE , \�� ``\ ` ® ® PROP. 50 PRIVATE R/W -1
UNIT - 23 I s o!
UNIT-15
.hcAlI Io UNIT \FSfMF NIT-2I, MONU ENT
rlgl00 P�
l
I \ VT I i IGN IX 1 7 I,
l I O I \ I I I PROP. CII 1' X
COMMUNITY I i
m'loco
I �, E BUILDING II t`o '•:
\ UNIT -25
IOPEN SPACE I W
l
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o_ i X vl Ii I N I I< >r
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PROP. TREE SMALL MATURING TREF2 I \
0.0' PERIMETER SETBACK - - - 1 - - - - - - - - - - - - - - - - - - - � - - - - -� - - - - -20_0' PERIMETER SETBACK
-- --- ---- XIT_
- (14WITFRlt4GEs&EE)- -- DRAINAGE EASEMENT '• I�' 18" RC
OPEN SPACE
1
f l I PROP. RETENTION
i I I POND #2
PROP. LARGE MATURING TREE
UNIT -16 1 I I UNIT -17 OPEN SPACE MFN
I T\
(GREEN ASH) Q I f 0 \
I 3�-DO
N46"59'57•'W
SYMBOLE
COMMON NAME
HEIGHT
CALIPER
REMARKS
CLASS
WHITE
PROP.
SMALL
5 FT.
2 IN.
LANDSCAPE
MATURING
FRINGE TREE
STREET
LARGE
GREEN ASH
8-10 FT.
2 IN.
TREES
MATURING
NOTES:
1. REMOVE WIRE OR NYLON TWINE FROM BALL
2. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE
3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
INSTALLATION
4. 4" SAUCER WILL BE OUTSIDE OF BACKFILL.
TOP OF ROOT BALL TO
BE 2" ABOVE FINISH GR
ER OF MULCH- NO
THAN 4" TOUCHING
WATER BERM
FINISH GRADE
REMOVE TOP 1/3 OF BURLAP,
AND ANY NAILS/PINS, ETC. k::,.;,':•
REMOVE TOP 2/3 OF WIRE BASKET
WHERE PRESENT PLANTING MIX
UNDISTURBED SOIL LINE (AS SPECIFIED)
(IF SOIL HAS BEEN PREVIOUSLY
DISTURBED, FIRM SOIL UNDER 8" 6" 24" 6" 8"
ROOT BALL)
52"
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "Shade and Flowering Trees")
For Example: Caliper Height (range) Max. height Min. root ball dia. Min. root ball depth
2" 12-14' 16' 24" 16
PLANTING DETAIL -SINGLE STEM TREE
N.T.S.
at
1 S.I. S M.N
NOW OR FORMERLY
VENTURE PROPERTIES GROUP, LLC
DB 1687 PG 157
I t
X
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e
i
1 tRl'. � ' I
GENERAL NOTES: ''t. j M
S
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC LANDSCAPING NOTES:
INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES. 1
2. DEED REFERENCE(S) - DEED BOOK 1687 PG 157 1. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE, EXIST. MH
3. TAX PARCEL ID - 141601001 CONSTRUCTION DEBRIS AND COMPACTED SOIL PRIOR TO PLANTING. RIM= 156.2 I
4. CURRENT OWNER - VENTURE PROPERTIES GROUP, LLC I.E.(OUT)= 147.11 r
5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA 2. REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL/PLANTING MIX OR I
AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D
6. ELEVATION DATUM: NAVD88
7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXIST. UTILITIES PRIOR
TO COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXIST.
UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE
ENGINEER IMMEDIATELY.
8. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXIST. UTILITY, IF BEING UTILIZED.
9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
10. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT
ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY,
DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER.
LANDSCAPE REQUIREMENTS
1. LARGE MATURING TREES SHALL BE PLANTED MAXIMUM 40' ON
CENTER. MINIMUM TREE SIZE AT TIME OF PLANTING SHALL BE 4" OR
MORE IN DIAMETER MEASURED 3 FT. ABOVE GROUND LEVEL, MINIMUM
HEIGHT 8 TO 10 FEET.
2. VEGETATION PLANTED PURSUANT TO SECTION 15 PEMBROKE UNIFIED
DEVELOPMENT ORDINANCE (UDO), SHALL BE SELECTED FROM THE LIST
APPROVED BY THE PLANNING BOARD AND SHALL BE MAINTAINED TO
ENSURE CONTINUED GROWTH.
UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEET TOP SOIL
STANDARDS FOR PLANTING TREES.
3. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND
REMOVED FROM ROOT BALL PRIOR TO BACK FILLING PLANTING PIT.
REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.
4. ADJUST TREE PLANTING TO AVOID UNDERGROUND UTILITIES.
5. ATTENTION LANDSCAPE NOTIFY THE ENGINEER OF ANY SIGN, POWER LINE,
OR OTHER CONFLICTS BEFORE PLANTING NEW TREES. THIRD PARTY
UTILITIES SHALL BE COORDINATED WITH FINAL LANDSCAPE PLAN.
6. ORDINANCE REQUIRED TREES MUST BE MAINTAINED IN TREE FORM &
ALLOWED TO GROW TO THEIR NATURAL HEIGHT/FORM, WITH A MAXIMUM
OF THREE STEMS OR TRUNKS (NO TOPPING OR ROUNDING OVER).
7. LARGE MATURING TREES MUST BE A MINIMUM OF 25 FEET FROM
OVERHEAD DISTRIBUTION POWER LINES.
GRAPHIC SCALE
4? o 2q 40 64
1 INCH = 40 FEET
LEGEND
c-:..-/
EXIST.
TREE LINE
PROP.
LARGE MATURING TREE
(GREEN
ASH)
PROP.
TREE SMALL MATURING TREE
(WHITE
FRINGETREE)
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
--0. �.00KLEgR�
Ff` ✓,9
C0
.LLU.
nOMSJ4 TING ENO\��`'��h
P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
Telephone: [phone]
Fax: [phone]
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DATE: 03 - 28 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
SHEET TITLE:
LANDSCAPE
PLAN
SHEET NUMBER
C 2.0
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t�
0
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w
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n
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160
150
DATUM ELEV
140 00
C
tL
v
HIGH F
HIGH POINT
DINT ELEV = 157.7
STA = 8+92,E]
g
HIGH POINT ELEV
= 156.58
LOW POINT E
EV = 155.73
PVI
STA = 8+67.77
LOW POIN
ELEV=154.95
HIGH POINT STA=
3+45.60
LOW POINT S
A = 5+11.20
P
I ELEV = 158.16
LOW POINT
STA = 1+07.27
PVI STA =
+45.60
PVI STA
= 5+00.51
A.D. = -1.25
0
PVI STA
= 1+07.27
PVI ELEV =
156.95
PVI ELEV
= 155.41
K = 199.92
z I
PVI EL
V = 154.57
A.D. =
2.00
A.D. le
1.75
250.0' VC
-0I
A.E.
- 2.00
K = 75.00
K =
85.69
K
= 75.00
wI15
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to
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PROP. FOREFATHER DRIVE STATION (ft.)
HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND AT CL - - - - - - - - - - -
FOREFATHER DR. PROPOSED PROFILE
7+00
GENERAL NOTES:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC
INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES.
2. DEED REFERENCE(S) - DEED BOOK 1687 PG 157
3. TAX PARCEL ID - 141601001
4. CURRENT OWNER - VENTURE PROPERTIES GROUP, LLC
5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA
AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D
6. ELEVATION DATUM: NAVD88
7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXIST. UTILITIES PRIOR
TO COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXIST.
UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE
ENGINEER IMMEDIATELY.
B. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXIST. UTILITY, IF BEING UTILIZED.
9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
10. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT
ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY,
DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER,
9+00
10+00
DE -WATERING NOTES
11 +00
170
160
150
1. 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.
2. 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 SILTATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
al
R �OCKLEgR&
no
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" 4- TING ENG`"
P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
Telephone: [phone]
Fax: [phone]
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pELSH CAROCdy
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DATE: 03 - 28 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
SHEET TITLE:
ROAD
PROFILES
C 3.0
LEI

It
i I I
NOW OR FORMERLY I I NOW OR FORMERLY
1ENTURE PROPERTIES GROU LLC i RUBY N. HUNT I I I
I DB 1687 PG 157 I j DB 494 PG 711 I NOW OR FORMERLY I I
'GENEVA
W OR FORMERLY
I I I TERRY DALE PATE I NO JMPRM RLY I
LOCK
G 306 I I DB 15-R PG 428 I JUSON I
I I I I I DB 15-R PG 428 I
I I I
I
1 I I I I
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d- 1
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56 68 I I PAD=158.75 I
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CB-D 7
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TANGI - 287.89' - 5 6 8
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I „ I NOW OR FORMERLY I I I EXIS.
PROP. 26 LF OF 6
I JAMES C. HAMMONtCJ� 1 DRIVEWAY
PVC HDPE ® 0.25% 1 DB 1650 PG 601I "ORMERLY
I NOW OR FORMERLY I LOCKLEAR i NOW OR FORMERLY
OR FORMERL I RUBY CAETER I 1 DB 1799 PG 516 NOW 0 FORMERLY 1 WADE C. GR �F IL _
PROP. 188 SF OF GEO-FABRIC DB 16-D PG 251 1
.DIS WILKINS I DB 15-C PG 393 I CHANNEL STABILIZER DAIS LOCKLEAR I III
7-B PG 232 PROP. 4.0 BOX RISER I I DB 1 -Q PG 035 1 EX. INV. 1 -RgPll
11
I I = m
I 0 T-152.61
PROP. EMERGENCY
i
( )
W TRASH RACK =s i
I I
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TA
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I 1
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- _ ---- -- - - -- ---- --- --- - - - v
---------------- --- - --- --- - -- ---- - ---- - -- ---
154-
- :
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385 S.F. - PROP. 10.0' - - - - - -
' PROP. 10.0' VEGETATED SH 156 1y 20.0' PERIME SETBACK
I
OR EQUAL) �56 E REF. PL NTI G DETAIL) 56 D - _ I I I I I rd €
VEGETATED SHELF �' s 4 I
(REF. PLANTING DETAIL) a� II
ROP 5' x 18" I ' ' I w; j
�15j PROP. 5.0 N POND
'' -►; . FORE -BAY BER h PAD=157 i i j
7 � AD=156.7 I II II I � :� i
FES-C S S-Fi i '
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P' E IST. H 1 Iu�i Z IIIf
B /
55 96 /56 75 Q' RIM 156. 6 I , i .IIi.,I i R'
146 31 , 191�
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P1. 7 Wx9 LX Ais
P N 6
0 5 IiFml:ll I `
PAD=157.00 +00 I 0 1 filll I j
15 c/ y^ = PAD=156.5 Q 11 f I PAD =156. 0 I I h LA I
%6.1 _ i' 11� i li 11
PAD=157.50
{(1 T
PO C3 ®O I v u I I II II s
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PAD=156.75
-'S 56
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SIGN m III II
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5
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# °00 , (SEE DETAIL`} II
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PROP 1.60 LF OF 6" 155.64 i i ''j 11" I �
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- 1 - - - - - - - - - (REF. DETAIL) - - -�\ - - - - - - - - - - - 1 \I I i I iIII�II
\ - - - - - - - 155.8
20.0' PERT S/ER SETBACK - - - - _ 2L PERIMETER SETBACK
157 i , `� / �� \is. 1.rs rIDAIMner vecrAenaT __�___--- / /
\ _ 4
3�29.0
N46°59'57"W (1 PROP. 512 SF OF s
\\ \\ \\ CHANNEL SOTABIL STABILIZER
\ � NOW OR FORMERLY
\ I VENTURE PROPERTIES GROUP, LLC
\ I DB 1687 PG 157
1 I
\ I
GENERAL NOTES:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC
INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES.
2. DEED REFERENCE(S) - DEED BOOK 1687 PG 157 DE -WATERING NOTES
3. TAX PARCEL ID - 141601001
4, CURRENT OWNER - VENTURE PROPERTIES GROUP, LLC 1. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND
5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL
AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED
6. ELEVATION DATUM: NAVD88 AND STRUCTURES TO BE BUILT THEREIN ARE COMPLETED.
7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE 2. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXIST. UTILITIES PRIOR HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL
TO COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXIST. BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT
UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE PROPERTY OR OTHER CONSTRUCTION.
ENGINEER IMMEDIATELY.
B. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXIST. UTILITY, IF BEING UTILIZED.
9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
10. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT
ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY,
DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER.
0
E
u
0
i
i' PROP. 5,670 SF OF TEMP.
LINER TENSAR S150
(OR EQUAL)
LEGEND
DRAINAGE PATTERNS ARE TO HELP COMMUNICATE
THE PROJECT'S FINE GRADING BETWEEN SPOT ELEVATIONS.
THESE LINES DO NOT REPRESENT SWALES OR ANY OTHER FEATURES.
ELEV-
EXISTING CONTOUR
ELEV-
PROPOSED CONTOUR
EXISTING STORM DRAINAGE PIPE
PROPOSED STORM DRAINAGE PIPE
Q
PROPOSED CATCH BASIN
0
PROPOSED JUNCTION BOX
ELEV"
PROP. SPOT ELEVATION
ROM
PROP. GEOGRID FABRIC FOR CHANNEL STABILIZATION
PROP. TEMP. LINTER FOR SWALE STABILIZATION
(DCB)
PROPOSED DOUBLE CATCH BASIN
�..�..-
DRAINAGE PATTERN
GRAPHIC SCALE
40 0 29 4D aq
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GENERAL NOTES:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC
INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES.
2. DEED REFERENCE(S) - DEED BOOK 1687 PG 157
3. TAX PARCEL ID - 141601001
4. CURRENT OWNER - VENTURE PROPERTIES GROUP, LLC
5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA
AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D
6. ELEVATION DATUM: NAVD88
7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE
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UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE
ENGINEER IMMEDIATELY.
8. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
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ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY,
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SHEET TITLE:
STORM
PROFILES
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INSPECTION s.LR N46'S9 57 W DEVICE w covER
(A) GENERAL INSPECTION LEGEND PROP. 3/4" WATER 1 S.I.R SM.N A
DEVELOPER SHALL, AT DEVELOPER'S EXPENSE, RETAIN THE SERVICES OF THE ENGINEER OF RECORD FOR THE PURPOSE OF PROVIDING NECESSARY
UTILITY CONSTRUCTION NOTES SERVICE Q '• v i f € m I=
INSPECTIONS AND SUPERVISION OF THE CONSTRUCTION WORK, RECORD DRAWINGS AND ENGINEER CERTIFICATIONS. THE ENGINEER OF RECORD IS NOW OR FORMERLY SS EXISTING SANITARY SEWER LINE --------- PROPOSED 4" SEWER LATERAL PROP. 39 LF OF I 1
RESPONSIBLE TO ENSURE THAT CONSTRUCTION I5, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND THE 1 LATERAL SEPARATION OF SEWERS AND _WATER MAIN : WATER MAINS - W EXISTING WATER LINE _ _ _ _ _ _ _ _ _ 1
APPROVED WATER AND SEWER PLANS. THE ENGINEER OF RECORD SHALL SUBMIT A COPY OF EACH ENGINEER'S FIELD REPORT TO THE TOWN AS SHALL BE LAID AT LEAST 10 FT. LATERALLY FROM EXISTING OR VENTURE PROPERTIES GROUP, LLC - _ _ - _ _ _ _ _ PROPOSED STORM DRAINAGE PIPE 3/4 PVC WATERLINE `I -A I l I Ic
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RECORD, THEN DEVELOPER MUST NOTIFY THE TOWN IN WRITING WITHIN FIVE (5) DAYS OF SUCH ENGAGEMENT, PREVENT A 10 FT. LATERAL SEPARATION - IN WHICH CASE: SS PROPOSED SANITARY SEWER LINE I I0
a. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE S EXISTING SAN. SEWER MH
(B) THE TOWN OVERSIGHT ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 EXISTING WATER VALVE PROPOSED DIP
THE TOWN MAY DESIRE TO OBSERVE ONGOING DEVELOPMENT PHASE PROJECTS. DEVELOPER SHALL GRANT ACCESS TO THE CONSTRUCTION SITE TO + 1 t I
THE TOWN, ITS OFFICERS, EMPLOYEES, AND AGENTS, AT ALL TIMES FOR THE PURPOSE OF OBSERVING CONSTRUCTION OPERATIONS IN PROGRESS. INCHES ABOVE THE TOP OF THE SEWER; OR i
(C) NOTIFICATION OF NON-CONFORMANCE b. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER , � EXIST. POWER POLE 0 PROPOSED MANHOLE i•
THE TOWN MAY ISSUE A WRITTEN NOTICE OF NON-CONFORMANCE IF IT OBSERVES THAT DEVELOPER HAS FAILED TO CONFORM THE PROJECT TO WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF ® qq-pp •.
REQUIRED STANDARDS. THE TOWN WILL SEND A COPY OF SUCH NOTICE TO DEVELOPER, THE ENGINEER OF RECORD, AND THE CONTRACTOR. IN THE UNDISTURBED EARTH AND WITH THE ELEVATION OF THE AI1.. _ OHP EXISTING OVER HEAD POWER 9po PROPOSED FIRE HYDRANT
EVENT DEVELOPER OR THE CONTRACTOR ELECTS TO CONTINUE WORK WITHOUT REMOVAL OF THE NONCONFORMITY TO THE SATISFACTION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE 1
TOWN AS EVIDENCED BY THE TOWN IN WRITING, SUCH SUBSEQUENT WORK SHALL BE SUBJECT TO REMOVAL OR FURTHER ASSESSMENT BY THE TOWN,
TOP OF THE SEWER. N PROPOSED WATER VALVE S I 1• 1
W PROPOSED WATER LINE
AT DEVELOPER'S SOLE EXPENSE. IN THE EVENT MODIFICATIONS REQUIRE A NEW OR MODIFIED PERMIT AND DEVELOPER OR THE CONTRACTOR ELECTS u PROPOSED SEWER LATERAL CLEANOUT PROPOSED CATCH BASIN i I
TO CONTINUE WORK, DEVELOPER SHALL ALSO BE RESPONSIBLE FOR ALL VIOLATIONS AND PENALTIES OR FINES ASSOCIATED WITH CONTINUING TO Know what's below. EXIST. MH i f
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WILL AGREE TO ACCEPT THE IMPROVEMENTS AND BEFORE THE TOWN WILL GRANT ANY SERVICE AUTHORIZATIONS. FAILURE OF NOTIFICATION BY THE 2. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS � PROPOSED DOUBLE WATER SERVICE I.E.(OUT)= 147.11
TOWN DOES NOT RELIEVE DEVELOPER OF RESPONSIBILITY TO CORRECT ALL NON -CONFORMING WORK NOR THE ENGINEER OF RECORD FROM THE NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER MAIN, GENERAL NOTES: Call before you dig. UTILITY NOTES
THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE 1 THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC 1. THE SIZE AND LOCATION OF ALL EXISTING UTILITY LINES SHALL BE VERIFIED 6. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS. METERS WILL
RESPONSIBILITY OF SATISFYING ALL ENGINEER'S CERTIFICATION REQUIREMENTS. BOTTOM H THE WATER MAIN IS S T LEAST N INCHES ABOVE THE INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES. BY THE CONTRACTOR. NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS OR THEIR
(D) TESTING TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS AS REQUIRED BY THE THE TOWN WATER AND SANITARY SEWER SPECIFICATIONS AND PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE 2. DEED REFERENCE S
THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO, AIR TEST. VACUUM TEST, MANDREL TEST, ( ) -DEED BOOK 1687 PG 157 APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
VISUAL TEST, PRESSURE TEST, AND BACTERIOLOGICAL TEST. ALL TEST RESULTS MUST BE SUBMITTED TO THE TOWN. ALL TESTS MUST BE SATISFIED BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED 3. TAX PARCEL ID - 141601001 2. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH THE 7, CONTRACTOR SHALL NOT PLANT ANY TREES OVER WATER AND SEWER
PRIOR TO FINAL INSPECTION. OF FERROUS MATERIAL AND WITH JOINTS THAT ARE EQUIVALENT TO 4. CURRENT OWNER -VENTURE PROPERTIES GROUP, LLC PROCEDURES, STANDARDS AND SPECIFICATIONS. MAINS.
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE 5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA
(E) FINAL INSPECTION OF THE POINT OF CROSSING. AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN 3. ALL 4" SANITARY SEWER LATERALS SHALL HAVE MIN, 1.0 7 SLOPE & SCH 40. B. VERIFICATION HAS BEEN MADE BY LL&J THAT EACH LOT IS CAPABLE OF
FOLLOWING COMPLETION OF ALL CONSTRUCTION RELATIVE TO A DEVELOPMENT PHASE PROJECT, DEVELOPER OR THE ENGINEER OF RECORD SHALL
REQUEST IN WRITING THAT THE TOWN PERFORM A FINAL INSPECTION. DEVELOPER SHALL PROVIDE NOT LESS THAN TWO (2) BUSINESS DAYS' NOTICE DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D
FOR ANY INSPECTIONS REQUESTED OUTSIDE OF THE NORMAL WEEK DAY WORK HOURS, 8 A.M. TO S P.M. MONDAY THROUGH FRIDAY. THE ENGINEER 6. ELEVATION DATUM: NAVD68 4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING LDVANCE LOCKLEAR HAVING GRAVITY SEWER SERVICE TO THE SERVICE LOCATION TI SHOWN ON
OF RECORD AND THE TOWN INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THIS 3. CROSSING A WATER MAIN UNDER A SEWER : WHENEVER IT IS 7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE & JACOBS (LTION A MINIMUM OF 48 HOURS IN ADVANCE PRIOR THE LOT. CONTRACTOR SHAH INSTALL 4" LATERALS AT LOCATIONS SHOWN
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN, ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE TO CONSTRUCTION IO WATER AND SEWER ONES TO ALLOW A REPRESENTATIVE ON THIS PLAN UNLESS OTHERWISE NOTED.
INSPECTION. UPON COMPLETION OF THE PUNCH LIST, DEVELOPER OR THE ENGINEER OF RECORD SHALL SCHEDULE ANOTHER INSPECTION. IN THE BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE FROM LL&J TO PERIODICALLY BE ON -SITE DURING INSTALLATION.
EVENT THE TOWN MUST PERFORM MORE THAN TWO INSPECTIONS, DEVELOPER WILL BE SUBJECT TO ADDITIONAL INSPECTION FEES CHARGED IN CONSTRUCTED OF DUCTILE IRON MATERIAL AND WITH JOINTS CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXIST. UTILITIES PRIOR m 9. REFER TO THE TOWN OF PEMBROKE'S SPECIFICATIONS AND ORDINANCES
ACCORDANCE WITH SUCH FEE SCHEDULE THEN IN EFFECT. EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 TO COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXIST. 5. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER &THE TOWN FOR ALL CONSTRUCTION AND PERMITTING PROCEDURES.
ID PART OF THE FINAL INSPECTION, THE TOWN WILL PERFORM AN INSPECTION OF THE SEWER SERVICE LATERALS. ANY DEFICIENCIES OR DEFECTS FT. ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE A MINIMUM OF 48 HOURS IN ADVANCE PRIOR ANY TESTING OF THE SEWER AND
IDENTIFIED WILL BE INCLUDED IN THE PUNCH LIST PROVIDED TO DEVELOPER. WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING ENGINEER IMMEDIATELY. WATER SYSTEM. 10. SERVICE LATERALS WILL LAID TO WITHIN 5.W OF THE BUILDING.
SYSTEM ACCEPTANCE AND INITIATION OF SERVICE.
CANDITIONS FOR ACCEPTANCE PRIOR TO ACCEPTANCE OF THE WATER AND SEWER INFRASTRUCTURE BY THE TOWN AND AS A PREREQUISITE TO B. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE CLEANOUTS WITH BRASS CAPS SHALL BE ALONG EACH LATERAL WHERE
ACTIVATION OF WATER AND/OR SEWER SERVICE WITHIN THE DEVELOPMENT PHASE PROJECT, DEVELOPER SHALL ENSURE THAT ALL OF THE FOLLOWING PRIOR TO INTERRUPTION OF ANY EXIST. UTILITY, IF BEING UTILIZED. THE LATERAL CROSSES THE RIGHT OF WAY LINE. CONCRETE RING
CONDITIONS HAVE BEEN SATISFIED! 4. CROSSING STORM DRAINAGE LINES : A MINIMUM OF 12 INCHES OF 9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT T C 0 I I S E T R L 0 0
1. ALL PUNCH LIST ITEMS IDENTIFIED IN THE FINAL INSPECTION PERFORMED HAVE BEEN RESOLVED. VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN A WATER OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
2. THE TOWN HAS RECEIVED A WARRANTY REPAIR GUARANTEE. ALL APPLICABLE NCDENR/NCDWQ APPROVALS HAVE BEEN OBTAINED., LINE CROSSING OVER A STORM DRAINAGE LINE UNLESS DUCTILE 10. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL m 11. ALL PROPOSED MATERIAL SHALL O SUBMITTED TO THE TOWN AND THE
UNDERGROUND AND OVERHEAD UTILITIES. ENGINEER FOR REVIEW AND APPROVAL.
4. DEVELOPER'S ENGINEER OF RECORD HAS SUBMITTED TO THE TOWN AN OPINION OF COST OF THE VALUE OF THE WATER AND SEWER IRON PIPE IS USED. IN ADDITION, THREE AND A HALF (3.5) FT. OF 11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
5. IMPROVEMENTS.
PROVEMEES HAVE BEEN OBTAINED BY OTHER AGENCIES, SUCH AS STATE, COUNTY OR DINERS APPLICABLE TO ENCROACHMENT PERMITS COVER MUST BE MAINTAINED OVER THE WATER MAIN OR IT SHALL 12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY DE -WATERING NOTES
BE DUCTILE IRON. IF DUCTILE IRON PIPE IS USED THEN TWO AND A PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
OR OTHER LIABILITIES. HALF (2.5) FT. OF COVER MUST BE MAINTAINED OVER THE WATER CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT 1. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND GRAPHIC SCALE
6. ALL EASEMENTS NECESSARY FOR THE CONVEYANCE OF THE WATER AND/OR SEWER FACILITIES TO BE MAINTAINED AND OWNED BY THE MAIN AND A MINIMUM OF 4 INCHES OF VERTICAL CLEARANCE SHALL ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL
TOWN HAVE BEEN EXECUTED AND RECORDED WITH THE ROBESON COUNTY REGISTER OF DEEDS. 40 0 2 40 8
7. THE TOWN HAS RECEIVED TRANSFER OF TITLE FOR ALL REAL PROPERTY AND INFRASTRUCTURE THAT IS TO BE DEDICATED TO THE TOWN BE MAINTAINED BETWEEN THE WATER MAIN AND THE STORM DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER. WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL I I Q I� R
DRAINAGE LINE. WHERE A WATER MAIN CROSSES UNDER A STORM EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED III
EITHER BY FEE SIMPLE CONVEYANCE OR GRANTING O CASEMENTS. DRAINAGE LINE THE MINIMUM OF TWELVE (12) INCHES OF VERTICAL
B. THE ENGINEER OF RECORD HAS PROVIDED TO THE TOWN IN WRITING ALL APPLICABLE NCDENR/NCDWQ CERTIFICATIONS AND TEST RESULTS. AND STRUCTURES TO BE BUILT THEREIN ARE COMPLETED.
1 INCH = 40 FEET
SEPARATION SHALL BE MAINTAINED AND THE WATER MAIN SHALL BE
9. THE TOWN HAS RECEIVED RECORD DRAWINGS, PUMP STATION SPECIFIC OPERATION AND MAINTENANCE MANUALS, IF APPLICABLE, AND ANY DUCTILE IRON FOR A DISTANCE OF 10 FT. ON EACH SIDE OF THE 2. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES FINAL DRAWINGS
OTHER SUPPORTING DOCUMENTATION IN PAPER AND ELECTRONIC FORMAT AS PROVIDED FOR IN THE THE TOWN STANDARD SEWER AND CROSSING. WHERE STORM DRAIN & SANITARY SEWER CROSSES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR
WATER SPECIFICATIONS.
10. THE ENGINEER OF RECORD HAS SUBMITTED TO THE TOWN A CERTIFICATE OF COMPLETION CERTIFYING THAT THE WATER AND SEWER MAINTAIN A MIN. 24" VERTICAL SEPARATION, OTHERWISE SANITARY HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL RELEASE FOR CONSTRUCTION
INFRASTRUCTURE HAS BEEN CONSTRUCTED IN CONFORMANCE WITH THE TERMS AND CONDITIONS OF THE STANDARD WATER AND SEWER LINE SEWER MUST BE DIP. BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT
EXTENSION AGREEMENT FOR THIS PROJECT. ONCE THE ABOVE ITEMS HAVE BEEN COMPLETED TO THE SATISFACTION OF THE TOWN, THE PROPERTY OR OTHER CONSTRUCTION.
TOWN WILL ISSUE A LETTER OF FINAL ACCEPTANCE AND THEN WATER AND SEWER SERVICE MAY BE ACTIVATED.
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Pembroke, NC 28372
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DATE: 03 - 28 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
SHEET TITLE:
UTILTIY
PLAN
C 7.0
IECT# 13-0

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INSPECTION
(A) GENERAL INSPECTION
DEVELOPER SHALL, AT DEVELOPER'S EXPENSE, RETAIN THE SERVICES OF THE ENGINEER OF RECORD FOR THE PURPOSE OF PROVIDING NECESSARY
INSPECTIONS AND SUPERVISION OF THE CONSTRUCTION WORK, RECORD DRAWINGS AND ENGINEER CERTIFICATIONS. THE ENGINEER OF RECORD IS
RESPONSIBLE TO ENSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND THE
APPROVED WATER AND SEWER PLANS. THE ENGINEER OF RECORD SHALL SUBMIT A COPY OF EACH ENGINEERS FIELD REPORT TO THE TOWN AS
EACH SUCH INSPECTION IS MADE. IF DEVELOPER SUBSEQUENTLY ENGAGES THE SERVICES OF ANOTHER ENGINEER TO SERVE AS ENGINEER OF
RECORD, THEN DEVELOPER MUST NOTIFY THE TOWN IN WRITING WITHIN FIVE (5) DAYS OF SUCH ENGAGEMENT.
(B) THE TOWN OVERSIGHT
THE TOWN MAY DESIRE TO OBSERVE ONGOING DEVELOPMENT PHASE PROJECTS. DEVELOPER SHALL GRANT ACCESS TO THE CONSTRUCTION SITE TO
THE TOWN, ITS OFFICERS, EMPLOYEES, AND AGENTS, AT ALL TIMES FOR THE PURPOSE OF OBSERVING CONSTRUCTION OPERATIONS IN PROGRESS.
(C) NOTIFICATION OF NON-CONFORMANCE
THE TOWN MAY ISSUE A WRITTEN NOTICE OF NON-CONFORMANCE IF IT OBSERVES THAT DEVELOPER HAS FAILED TO CONFORM THE PROJECT TO
REQUIRED STANDARDS. THE TOWN WILL SEND A COPY OF SUCH NOTICE TO DEVELOPER, THE ENGINEER OF RECORD, AND THE CONTRACTOR. IN THE
EVENT DEVELOPER OR THE CONTRACTOR ELECTS TO CONTINUE WORK WITHOUT REMOVAL OF THE NONCONFORMITY TO THE SATISFACTION OF THE
TOWN AS EVIDENCED BY THE TOWN IN WRITING, SUCH SUBSEQUENT WORK SHALL BE SUBJECT TO REMOVAL OR FURTHER ASSESSMENT BY THE TOWI
AT DEVELOPER'S SOLE EXPENSE. IN THE EVENT MODIFICATIONS REQUIRE A NEW OR MODIFIED PERMIT AND DEVELOPER OR THE CONTRACTOR ELECTS
TO CONTINUE WORK, DEVELOPER SHALL ALSO BE RESPONSIBLE FOR ALL VIOLATIONS AND PENALTIES OR FINES ASSOCIATED WITH CONTINUING TO
WORK. ALL ITEMS IDENTIFIED IN THE NOTICE OF NONCONFORMANCE MUST BE ADDRESSED TO THE SATISFACTION OF THE TOWN BEFORE THE TOWN
WILL AGREE TO ACCEPT THE IMPROVEMENTS AND BEFORE THE TOWN WILL GRANT ANY SERVICE AUTHORIZATIONS. FAILURE OF NOTIFICATION BY THE
TOWN DOES NOT RELIEVE DEVELOPER OF RESPONSIBILITY TO CORRECT ALL NON -CONFORMING WORK NOR THE ENGINEER OF RECORD FROM THE
RESPONSIBILITY OF SATISFYING ALL ENGINEER'S CERTIFICATION REQUIREMENTS.
D TESTING
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS AS REQUIRED BY THE THE TOWN WATER AND SANITARY SEWER SPECIFICATIONS AND
THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO, AIR TEST, VACUUM TEST, MANDREL TEST,
VISUAL TEST, PRESSURE TEST, AND BACTERIOLOGICAL TEST. ALL TEST RESULTS MUST BE SUBMITTED TO THE TOWN. ALL TESTS MUST BE SATISFIED
PRIOR TO FINAL INSPECTION.
(E) FINAL INSPECTION
FOLLOWING COMPLETION OF ALL CONSTRUCTION RELATIVE TO A DEVELOPMENT PHASE PROJECT, DEVELOPER OR THE ENGINEER OF RECORD SHALL
REQUEST IN WRITING THAT THE TOWN PERFORM A FINAL INSPECTION, DEVELOPER SHALL PROVIDE NOT LESS THAN TWO (2) BUSINESS DAYS' NOTICE
FOR ANY INSPECTIONS REQUESTED OUTSIDE OF THE NORMAL WEEK DAY WORK HOURS, 8 A.M. TO S P.M. MONDAY TWOUGH FRIDAY. THE ENGINEER
OF RECORD AND THE TOWN INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THIS
INSPECTION. UPON COMPLETION OF THE PUNCH LIST, DEVELOPER OR THE ENGINEER OF RECORD SHALL SCHEDULE ANOTHER INSPECTION. IN THE
EVENT THE TOWN MUST PERFORM MORE THAN TWO INSPECTIONS, DEVELOPER WILL BE SUBJECT TO ADDITIONAL INSPECTION FEES CHARGED IN
ACCORDANCE WITH SUCH FEE SCHEDULE THEN IN EFFECT.
ART OF THE FINAL
AS P INSPECTION THE TOWN WILL PERFORM AN INSPECTION OF THE SEWER SERVICE LATERAL
S. ANY DEFICIENCIES OR DEFECTS
5 IDENTIFIED WILL BE INCLUDED IN THE PUNCH LIST PR
OVIDED TO DEVELOPER.
SYSTEM ACCEPTANCE AND INITIATION OF SERVICE.
CANDITIONS FOR ACCEPTANCE PRIOR TO ACCEPTANCE OF THE WATER AND SEWER INFRASTRUCTURE BY THE TOWN AND AS A PREREQUISITE TO
ACTIVATION OF WATER AND/OR SEWER SERVICE WITHIN THE DEVELOPMENT PHASE PROJECT; DEVELOPER SHALL ENSURE THAT ALL OF THE FOLLOWING
CONDITIONS HAVE BEEN SATISFIED:
1. ALL PUNCH LIST ITEMS IDENTIFIED IN THE FINAL INSPECTION PERFORMED HAVE BEEN RESOLVED.
2. THE TOWN HAS RECEIVED A WARRANTY REPAIR GUARANTEE. ALL APPLICABLE NCDENR/NCDWQ APPROVALS HAVE BEEN OBTAINED..
4. DEVELOPER'S ENGINEER OF RECORD HAS SUBMITTED TO THE TOWN AN OPINION OF COST OF THE VALUE OF THE WATER AND SEWER
IMPROVEMENTS.
5. ALL RELEASES HAVE BEEN OBTAINED BY OTHER AGENCIES, SUCH AS STATE, COUNTY OR OTHERS APPLICABLE TO ENCROACHMENT PERMITS
OR OTHER LIABILITIES.
6. ALL EASEMENTS NECESSARY FOR THE CONVEYANCE OF THE WATER AND/OR SEWER FACILITIES TO BE MAINTAINED AND OWNED BY THE
TOWN HAVE BEEN EXECUTED AND RECORDED WITH THE ROBESON COUNTY REGISTER OF DEEDS.
7. THE TOWN HAS RECEIVED TRANSFER OF TITLE FOR ALL REAL PROPERTY AND INFRASTRUCTURE THAT IS TO BE DEDICATED TO THE TOWN
EITHER BY FEE SIMPLE CONVEYANCE OR GRANTING OF CASEMENTS.
B. THE ENGINEER OF RECORD HAS PROVIDED TO THE TOWN IN WRITING ALL APPLICABLE NCDENR/NCDWQ CERTIFICATIONS AND TEST RESULTS.
9. THE TOWN HAS RECEIVED RECORD DRAWINGS, PUMP STATION SPECIFIC OPERATION AND MAINTENANCE MANUALS, IF APPLICABLE, AND ANY
OTHER SUPPORTING DOCUMENTATION IN PAPER AND ELECTRONIC FORMAT AS PROVIDED FOR IN THE THE TOWN STANDARD SEWER AND
WATER SPECIFICATIONS.
10. THE ENGINEER OF RECORD HAS SUBMITTED TO THE TOWN A CERTIFICATE OF COMPLETION CERTIFYING THAT THE WATER AND SEWER
INFRASTRUCTURE HAS BEEN CONSTRUCTED IN CONFORMANCE WITH THE TERMS AND CONDITIONS OF THE STANDARD WATER AND SEWER LINE
EXTENSION AGREEMENT FOR THIS PROJECT. ONCE THE ABOVE ITEMS HAVE BEEN COMPLETED TO THE SATISFACTION OF THE TOWN, THE
TOWN WILL ISSUE A LETTER OF FINAL ACCEPTANCE AND THEN WATER AND SEWER SERVICE MAY BE ACTIVATED.
UTILITY CONSTRUCTION NOTES
1 LATERAL SEPARATION QF SEWERS AND WATER MAIN: WATER MAINS
SHALL BE LAID AT LEAST 10 FT. LATERALLY FROM EXISTING OR
PROPOSED SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 10 FT. LATERAL SEPARATION - IN WHICH CASE:
a. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18
INCHES ABOVE THE TOP OF THE SEWER; OR
b. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH AND WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE
TOP OF THE SEWER.
2. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER MAIN,
THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVA1ON THAT THE
BOTTOM OF THE WATER MAIN IS A T LEAST 18 INCHES ABOVE THE
TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE
BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED
OF FERROUS MATERIAL AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE
OF THE POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN,
BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE
CONSTRUCTED OF DUCTILE IRON MATERIAL AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10
FT. 0N EACH SIDE OF THE POINT OF CROSSING. A SECTION OF
WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING
4. QRROSSING STORM DRAINAGE LINES: A MINIMUM OF 12 INCHES OF
VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN A WATER
LINE CROSSING OVER A STORM DRAINAGE LINE UNLESS DUCTILE
IRON PIPE IS USED. IN ADDITION, THREE AND A HALF (3.5) FT. OF
COVER MUST BE MAINTAINED OVER THE WATER MAIN OR IT SHALL
BE DUCTILE IRON. IF DUCTILE IRON PIPE IS USED THEN TWO AND A
HALF (2.5) FT. OF COVER MUST BE MAINTAINED OVER THE WATER
MAIN AND A MINIMUM OF 4 INCHES OF VERTICAL CLEARANCE SHALL
BE MAINTAINED BETWEEN THE WATER MAIN AND THE STORM
DRAINAGE LINE. WHERE A WATER MAIN CROSSES UNDER A STORM
DRAINAGE LINE THE MINIMUM OF TWELVE (12) INCHES OF VERTICAL
SEPARATION SHALL BE MAINTAINED AND THE WATER MAIN SHALL BE
DUCTILE IRON FOR A DISTANCE OF 10 FT. ON EACH SIDE OF THE
CROSSING. WHERE STORM DRAIN & SANITARY SEWER CROSSES
MAINTAIN A MIN. 24" VERTICAL SEPARATION, OTHERWISE SANITARY
SEWER MUST BE DIP.
TRUNK -A (ft.)
STA. 0+00 - 10+78.42
HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND - - - - - - - -
PROPOSED GROUND
WATER LINE TESTING:
1. PRESSURE TESTING: SHALL BE FOLLOW AWWA C600 FOR
DUCTURILE IRON PIPE AND AWWA C605 & M23 FOR PVC PIPE.
2. DESINFECTION: AND BACTERIOLOGICAL TESTING: SHALL FOLLOW
AWWA C651
SEWER LINE TESTING:
1. LOW PRESSURE AIR TEST: SHALL FOLLOW UNI-B-6
2. INFILTRATION: NCDENR GRAVITY SEWER MINIMUM DESIGN CRITERIA
3. DEFLECTION TEST: WHENEVER IT IS NECESSARY FOR A WATER
4. MANHOLE TESTING: VACUUM TEST IN ACCORDANCE WITH ASTM
C1244.
GENERAL NOTES:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC
INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES.
2. DEED REFERENCE(S) - DEED BOOK 1687 PG 157
3. TAX PARCEL ID - 1416 00 01 1
4. CURRENT OWNER - VENTURE PROPERTIES GROUP, LLC
5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA
AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D
6. ELEVATION DATUM: NAVD88
7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXIST. UTILITIES PRIOR
TO COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXIST.
UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE
ENGINEER IMMEDIATELY.
8. MINIMUM PROVIDE
R IM M OF 48 OUR NOTICE TO OW
NER WNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXIST. UTILITY, IF BEING UTILIZED.
9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
10. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT
ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY,
DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER,
UTILITY NOTES
1. THE SIZE AND LOCATION OF ALL EXISTING UTILITY LINES SHALL BE VERIFIED
BY THE CONTRACTOR.
2. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH THE
PROCEDURES, STANDARDS AND SPECIFICATIONS.
3. ALL 4" SANITARY SEWER LATERALS SHALL HAVE MIN. 1.0 % SLOPE.
4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCKLEAR LOCKLEAR
& JACOBS (LL&J) A MINIMUM OF 48 HOURS IN ADVANCE PRIOR
TO CONSTRUCTION OF WATER AND SEWER LINES TO ALLOW A REPRESENTATIVE
FROM LL&J TO PERIODICALLY BE ON -SITE DURING INSTALLATION.
S. CONTRACTOR IS RESPO
NSIBLE FOR CONTACTING THE ENGINEER &THE TOWN
A MINIMUM OF 48 HOURS IN ADVANC
E PRIOR ANY TESTING OF THE SEWER AND
WATER SYSTEM.
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Call before you dig.
B. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS. METERS WILL
NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS OR THEIR
APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
7. CONTRACTOR SHALL NOT PLANT ANY TREES OVER WATER AND SEWER
MAINS.
8. VERIFICATION HAS BEEN MADE BY LL&J THAT EACH LOT IS CAPABLE OF
HAVING GRAVITY SEWER SERVICE TO THE SERVICE LOCATION AS SHOWN ON
THE LOT. CONTRACTOR SHALL INSTALL 4" LATERALS AT LOCATIONS SHOWN
ON THIS PLAN UNLESS OTHERWISE NOTED.
©9. REFER TO THE TOWN OF PEMBROKE'S SPECIFICATIONS AND ORDINANCES
FOR ALL CONSTRUCTION AND PERMITTING PROCEDURES.
10. SERVICE LATERALS WILL LAID TO WITHIN 5.0' OF THE BUILDING.
CLEANOUTS WITH BRASS CAPS SH
ALL BE ALONG EACH LATERAL
LAT WHERE
THE LATERAL CROSSES THE RIGHT OF WAY LINE. CONCRETE RING
PROTECTION WILL BE INSTALLED AT EVERY CLEANOUT LOCATION.
© 11. ALL PROPOSED MATERIAL SHALL BE SUBMITTED TO THE TOWN AND THE
ENGINEER FOR REVIEW AND APPROVAL
DE -WATERING NOTES 1......
1. 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.
2. 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 SILTATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
�Vil \_OCKLEARcl��
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P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
Telephone: (91C)774-9306
Fax: [phone]
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DATE: 03 - 28 - 2014
DRAWN BY, JAB
CHECKED BY: JEL
SHEET TITLE:
SEWER
PROFILES
SHEET NUMBER
C 8.0

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PROPOSED
GROUND
PROP.
EXISTING
18" RCP
G OUND
P
OP. 18 LF 0
8
PC350 DIP Q
a...;
= PVC ®1
26
47%
Ps
F. OF 8 1
SDR
PROP
170.01
ITIONAL COUPLING
BETWEEN PVC AND
DIP
IALL BE BY MECHAI
ICAL COUPLER OR
EWATER
GHT RUBBER SLEE
WITH STAINLESS
TEEL
R BAND AND STAIN
ESS STEEL HARDW
RE.
1+00
TRUNK-B (ft.)
STA. 0+00 - 1 +87.99
HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND --------
PROPOSED GROUND
An
INSPECTION
(A) GENERAL INSPECTION
DEVELOPER SHALL, AT DEVELOPER'S EXPENSE, RETAIN THE SERVICES OF THE ENGINEER OF RECORD FOR THE PURPOSE OF PROVIDING NECESSARY
INSPECTIONS AND SUPERVISION OF THE CONSTRUCTION WORK, RECORD DRAWINGS AND ENGINEER CERTIFICATIONS. THE ENGINEER OF RECORD IS
RESPONSIBLE TO ENSURE THAT CONSTRUCTION IS, AT ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND THE
APPROVED WATER AND SEWER PLANS. THE ENGINEER OF RECORD SHALL SUBMIT A COPY OF EACH ENGINEER'S FIELD REPORT TO THE TOWN AS
EACH SUCH INSPECTION IS MADE. IF DEVELOPER SUBSEQUENTLY ENGAGES THE SERVICES OF ANOTHER ENGINEER TO SERVE AS ENGINEER OF
RECORD, THEN DEVELOPER MUST NOTIFY THE TOWN IN WRITING WITHIN FIVE (5) DAYS OF SUCH ENGAGEMENT.
(8) THE TOWN OVERSIGHT
THE TOWN MAY DESIRE TO OBSERVE ONGOING DEVELOPMENT PHASE PROJECTS. DEVELOPER SHALL GRANT ACCESS TO THE CONSTRUCTION SITE TO
THE TOWN, ITS OFFICERS, EMPLOYEES, AND AGENTS, AT ALL TIMES FOR THE PURPOSE OF OBSERVING CONSTRUCTION OPERATIONS IN PROGRESS.
(C) NOTIFICATION OF NON-CONFORMANCE
THE TOWN MAY ISSUE A WRITTEN NOTICE OF NON-CONFORMANCE IF IT OBSERVES THAT DEVELOPER HAS FAILED TO CONFORM THE PROJECT TO
REQUIRED STANDARDS. THE TOWN WILL SEND A COPY OF SUCH NOTICE TO DEVELOPER, THE ENGINEER OF RECORD, AND THE CONTRACTOR. IN THE
EVENT DEVELOPER OR THE CONTRACTOR ELECTS TO CONTINUE WORK WITHOUT REMOVAL OF THE NONCONFORMITY TO THE SATISFACTION OF THE
TOWN AS EVIDENCED BY THE TOWN IN WRITING, SUCH SUBSEQUENT WORK SHALL BE SUBJECT TO REMOVAL OR FURTHER ASSESSMENT BY THE TOW
AT DEVELOPER'S SOLE EXPENSE. IN THE EVENT MODIFICATIONS REQUIRE A NEW OR MODIFIED PERMIT AND DEVELOPER OR THE CONTRACTOR ELECTS
TO CONTINUE WORK, DEVELOPER SHALL ALSO BE RESPONSIBLE FOR ALL VIOLATIONS AND PENALTIES OR FINES ASSOCIATED WITH CONTINUING TO
WORK. ALL ITEMS IDENTIFIED IN THE NOTICE OF NONCONFORMANCE MUST BE ADDRESSED TO THE SATISFACTION OF THE TOWN BEFORE THE TOWN
WILL AGREE TO ACCEPT THE IMPROVEMENTS AND BEFORE THE TOWN WILL GRANT ANY SERVICE AUTHORIZATIONS. FAILURE OF NOTIFICATION BY THE
TOWN DOES NOT RELIEVE DEVELOPER OF RESPONSIBILITY TO CORRECT ALL NO N CONFORMING WORK NOR THE
ENGINEER OF RECORD FROM THE
RESPONSIBILITY OF SATISFYING ALL ENGINEER'S CERTIFICATION REQUIREMENTS.
(D) TESTING
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS AS REQUIRED BY THE THE TOWN WATER AND SANITARY SEWER SPECIFICATIONS AND
THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS INCLUDE, BUT ARE NOT LIMITED TO, AIR TEST, VACUUM TEST, MANDREL TEST,
VISUAL TEST, PRESSURE TEST, AND BACTERIOLOGICAL TEST. ALL TEST RESULTS MUST BE SUBMITTED TO THE TOWN. ALL TESTS MUST BE SATISFIED
PRIOR TO FINAL INSPECTION.
(E) FINAL INSPECTION
FOLLOWING COMPLETION OF ALL CONSTRUCTION RELATIVE TO A DEVELOPMENT PHASE PROJECT, DEVELOPER OR THE ENGINEER OF RECORD SHALL
REQUEST IN WRITING THAT THE TOWN PERFORM A FINAL INSPECTION. DEVELOPER SHALL PROVIDE NOT LESS THAN TWO (2) BUSINESS DAYS' NOTICE
FOR ANY INSPECTIONS REQUESTED OUTSIDE OF THE NORMAL WEEK DAY WORK HOURS, 8 A.M. TO S P.M. MONDAY THROUGH FRIDAY. THE ENGINEER
OF RECORD AND THE TOWN INSPECTOR SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED DURING THIS
INSPECTION. UPON COMPLETION OF THE PUNCH LIST, DEVELOPER OR THE ENGINEER OF RECORD SHALL SCHEDULE ANOTHER INSPECTION. IN THE
EVENT THE TOWN MUST PERFORM MORE THAN TWO INSPECTIONS, DEVELOPER WILL BE SUBJECT TO ADDITIONAL INSPECTION FEES CHARGED IN
ACCORDANCE WITH SUCH FEE SCHEDULE THEN IN EFFECT.
AS PART OF THE FINAL INSPECTION, THE TOWN WILL PERFORM AN INSPECTION OF THE SEWER SERVICE LATERALS. ANY DEFICIENCIES OR DEFECTS
IDENTIFIED WILL BE INCLUDED IN THE PUNCH LIST PROVIDED TO DEVELOPER.
SYSTEM ACCEPTANCE AND INITIATION OF SERVICE.
CANDITIONS FOR ACCEPTANCE PRIOR TO ACCEPTANCE OF THE WATER AND SEWER INFRASTRUCTURE BY THE TOWN AND AS A PREREQUISITE TO
ACTIVATION OF WATER AND/OR SEWER SERVICE WITHIN THE DEVELOPMENT PHASE PROJECT; DEVELOPER SHALL ENSURE THAT ALL OF THE FOLLOWING
CONDITIONS HAVE BEEN SATISFIED:
1. ALL PUNCH LIST ITEMS IDENTIFIED IN THE FINAL INSPECTION PERFORMED HAVE BEEN RESOLVED.
2. THE TOWN HAS RECEIVED A WARRANTY REPAIR GUARANTEE. ALL APPLICABLE NCDENR/NCDWQ APPROVALS HAVE BEEN OBTAINED..
4. DEVELOPER'S ENGINEER OF RECORD HAS SUBMITTED TO THE TOWN AN OPINION OF COST OF THE VALUE OF THE WATER AND SEWER
IMPROVEMENTS.
5. ALL RELEASES HAVE BEEN OBTAINED BY OTHER AGENCIES, SUCH AS STATE, COUNTY OR OTHERS APPLICABLE TO ENCROACHMENT PERMITS
OR OTHER LIABILITIES.
6. ALL EASEMENTS NECESSARY FOR THE CONVEYANCE OF THE WATER AND/OR SEWER FACILITIES TO BE MAINTAINED AND OWNED BY THE
TOWN HAVE BEEN EXECUTED AND RECORDED WITH THE ROBESON COUNTY REGISTER OF DEEDS.
7. THE TOWN HAS RECEIVED TRANSFER OF TITLE FOR ALL REAL PROPERTY AND INFRASTRUCTURE THAT IS TO BE DEDICATED TO THE TOWN
EITHER BY FEE SIMPLE CONVEYANCE OR GRANTING OF CASEMENTS.
8. THE ENGINEER OF RECORD HAS PROVIDED TO THE TOWN IN WRITING ALL APPLICABLE NCDENR/NCDWQ CERTIFICATIONS AND TEST RESULTS.
9. THE TOWN HAS RECEIVED RECORD DRAWINGS, PUMP STATION SPECIFIC OPERATION AND MAINTENANCE MANUALS, IF APPLICABLE, AND ANY
OTHER SUPPORTING DOCUMENTATION IN PAPER AND ELECTRONIC FORMAT AS PROVIDED FOR IN THE THE TOWN STANDARD SEWER AND
WATER SPECIFICATIONS,
10. THE ENGINEER OF RECORD HAS SUBMITTED TO THE TOWN A CERTIFICATE OF COMPLETION CERTIFYING THAT THE WATER AND SEWER
INFRASTRUCTURE HAS BEEN CONSTRUCTED IN CONFORMANCE WITH THE TERMS AND CONDITIONS OF THE STANDARD WATER AND SEWER LINE
EXTENSION AGREEMENT FOR THIS PROJECT. ONCE THE ABOVE ITEMS HAVE BEEN COMPLETED TO THE SATISFACTION OF THE TOWN, THE
TOWN WILL ISSUE A LETTER OF FINAL ACCEPTANCE AND THEN WATER AND SEWER SERVICE MAY BE ACTIVATED.
160
150
140
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UTILITY CONSTRUCTION NOTES
1 LATERAL SEPARATION OF SEWERS AND WATER MAIN: WATER MAINS
SHALL BE LAID AT LEAST 10 FT. LATERALLY FROM EXISTING OR
PROPOSED SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 10 FT. LATERAL SEPARATION - IN WHICH CASE:
a. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18
INCHES ABOVE THE TOP OF THE SEWER; OR
b. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF
UNDISTURBED EARTH AND WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE
TOP OF THE SEWER.
2. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER MAIN,
THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
BOTTOM OF THE WATER MAIN IS A T LEAST 18 INCHES ABOVE THE
TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE
BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED
OF FERROUS MATERIAL AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT. ON EACH SIDE
OF THE POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN,
BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE
CONSTRUCTED OF DUCTILE IRON MATERIAL AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10
FT. ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF
WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING
4. CROSSING STORM DRAINAGE LINES: A MINIMUM OF 12 INCHES OF
VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN A WATER
LINE CROSSING OVER A STORM DRAINAGE LINE UNLESS DUCTILE
IRON PIPE IS USED. IN ADDITION, THREE AND A HALF (3.5) FT. OF
COVER MUST BE MAINTAINED OVER THE WATER MAIN OR IT SHALL
BE DUCTILE IRON. IF DUCTILE IRON PIPE IS USED THEN TWO AND A
HALF (2.5) FT. OF COVER MUST BE MAINTAINED OVER THE WATER
MAIN AND A MINIMUM OF 4 INCHES OF VERTICAL CLEARANCE SHALL
BE MAINTAINED BETWEEN THE WATER MAIN AND THE STORM
DRAINAGE LINE. WHERE A WATER MAIN CROSSES UNDER A STORM
DRAINAGE LINE THE MINIMUM OF TWELVE (12) INCHES OF VERTICAL
SEPARATION SHALL BE MAINTAINED AND THE WATER MAIN SHALL BE
DUCTILE IRON FOR A DISTANCE OF 10 FT. ON EACH SIDE OF THE
CROSSING. WHERE STORM DRAIN & SANITARY SEWER CROSSES
MAINTAIN A MIN. 24" VERTICAL SEPARATION, OTHERWISE SANITARY
SEWER MUST BE DIP.
170
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150
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PROP.
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TRUNK-C (ft.)
STA. 0+00 - 1 +05.26
HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND --------
PROPOSED GROUND
TER LINE TESTING:
1. PRESSURE TESTING: SHALL BE FOLLOW AWWA C600 FOR
DUCTURILE IRON PIPE AND AWWA C605 & M23 FOR PVC PIPE.
2. DESINFECTION: AND BACTERIOLOGICAL TESTING: SHALL FOLLOW
AWWA C651
WEIR LINE TESTING:
1. LOW PRESSURE AIR TEST: SHALL FOLLOW UNI-B-6
2. INFILTRATION: NCDENR GRAVITY SEWER MINIMUM DESIGN CRITERIA
3. DEFLECTION TEST: WHENEVER IT IS NECESSARY FOR A WATER
4. MANHOLE TESTING: VACUUM TEST IN ACCORDANCE WITH ASTM
C1244.
GENERAL NOTES:
Al
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC
INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES.
2. DEED REFERENCE(S) - DEED BOOK 1687 PG 157
3. TAX PARCEL ID - 141601001
4. CURRENT OWNER - VENTURE PROPERTIES GROUP, LLC
S. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA
AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D
6, ELEVATION DATUM: NAVD88
7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXIST. UTILITIES PRIOR
TO COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXIST.
UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE
ENGINEER IMMEDIATELY.
8. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXIST. UTILITY, IF BEING UTILIZED.
9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION,
10. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
11. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
CONSTRUCTION, THESE PERMITS AND APPROVALS MAY INCLUDE BUT
ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY,
DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER.
• ��
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UTILITY NOTES
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PROP.
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PROP.
10 RCP,
to
PROP.
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4
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50 DIP Q
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AND DIP
SHALL BE BY MECHANICAL
COUPLER
OR A
W
TERTIGHT RUBBER
LEEVE WITH STAINL
SS STEEL
SHEAR BAND AND
TAINLESS STEEL H
DWARE.
1 +00
TRUNK-D (ft.)
2+00
STA. 0+00 - 2+75.66
HORIZONTAL SCALE: 40 FEE" PER INCH
EXISTING GROUND --------
PROPOSED GROUND
1. THE SIZE AND LOCATION OF ALL EXISTING UTILITY LINES SHALL BE VERIFIED
BY THE CONTRACTOR.
2. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH THE
PROCEDURES, STANDARDS AND SPECIFICATIONS.
3. ALL 4" SANITARY SEWER LATERALS SHALL HAVE MIN. 1.0 % SLOPE.
4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCKLEAR LOCKLEAR
& JACOBS (LL&J) A MINIMUM OF 48 HOURS IN ADVANCE PRIOR
TO CONSTRUCTION OF WATER AND SEWER LINES TO ALLOW A REPRESENTATIVE
FROM LL&J TO PERIODICALLY BE ON -SITE DURING INSTALLATION.
5. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER & THE TOWN
A MINIMUM OF 48 HOURS IN ADVANCE PRIOR ANY TESTING OF THE SEWER AND
WATER SYSTEM.
DE -WATERING NOTES
150
140
Know what's below.
CaII before you dig.
NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS OR THEIR
APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
7. CONTRACTOR SHALL NOT PL
ANT ANY TREES OVER WATER AND SEWER
MAINS.
B. VERIFICATION HAS BEEN MADE BY LL&J THAT EACH LOT IS CAPABLE OF
HAVING GRAVITY SEWER SERVICE TO THE SERVICE LOCATION AS SHOWN ON
THE LOT. CONTRACTOR SHALL INSTALL 4" LATERALS AT LOCATIONS SHOWN
ON THIS PLAN UNLESS OTHERWISE NOTED.
9. REFER TO THE TOWN OF PEMBROKE'S SPECIFICATIONS AND ORDINANCES
FOR ALL CONSTRUCTION AND PERMITTING PROCEDURES.
10. SERVICE LATERALS WILL LAID TO WITHIN 5.0' OF THE BUILDING.
CLEANOUTS WITH BRASS CAPS SHALL BE ALONG EACH LATERAL WHERE
THE LATERAL CROSSES THE RIGHT OF WAY LINE. CONCRETE RING
PROTECTION WILL BE INSTALLED AT EVERY CLEANOUT LOCATION.
m 11. ALL PROPOSED MATERIAL SHALL BE SUBMITTED TO THE TOWN AND THE
ENGINEER FOR REVIEW AND APPROVAL
1. 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.
2. 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 SILTATION AND EROSION TO ADJACENT
PROPERTY OR OTHER CONSTRUCTION.
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
0 LLU 1.
�< ryNG ENG"
P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
Telephone: [phone]
Fax: [phone]
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DATE: 03 - 28 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
SHEET TITLE:
SEWER
PROFILES
C 9.0

®
PROP, SKIMMER BASIN # 1 ®
PROP.
4' BOX RISER
TOP = 154.50
8,370 CU. FT.
REQUIRED VOLUME
PROP.
6" PIPE I.E.=
153.10
13,808 CU. FT.
PROVIDED VOLUME
BASIN BOTTOM
ELEVATION = 149
PROP.
26 LF OF 6"
PVC HDPE @ 0.25%
BASIN
DEPTH = 5 FEET
SEE
DETAIL SHEET FOR
PROP.
GRAVEL OUTLET PROTECTION 4'X5'X10" CLASS I RIPRAP
W I DIMENSIONS
PROP.
6" PIPE I.E.=
153.00
N IUKt NKVNLI<IILJ taKuu', LLk, •" '• '• I I I I I Uo Ia U r UVI I I OW OR FORMERLY
DB 494 PG 111 -BBIE A. LOCKLEAR
I DB 1687 PG 157 I NOW OR FORMERLY I I NOW OR FORMERLY I I I TOP F' U R Y I I I WADE C. GR
GENEVA LOCK I TERRY DALE PATE I NO OR F RM RLY I NOW OR FORIvi L _ ETER I I NOW 0 FORMERLY I DB 16-D PG 251 �I-I)--
I I # # DB 15-R PG 428 I JU AMPSO I THEDIS WILKINS BE 1 ,_c 393 I PROP. 188 SF OF ERONET S#150 I u
'Q'1 DAIS LOCKLEAR I I
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I I I I I DID 15-R PG 428 I DB 17-B P �, I I r
# I I I I PROP. 3T SKIMMER I I I (0 T)=152.61
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IN
\ GROUND STABILIZATION
Site Area Description \
Stabilization Time Frame
3tabilIzatlon Time Frame Exception
Perimeter dikes, swales, ditches I`
7 days
None
and slopes
High Quality Water (HQW) Zones
\ 7 days
None
IZ
\\
If slopes are 10' or less In length
Slopes steeper than 3:1
7 days
and are not steeper than 2:1,14
\
days are allowed.
Slopes 3:1 or flatter
\
\ 14 days
7-dogs for slopes greater than 50
feet in length.
All other areas with slopes flatte
14 days
None (except for perimeters and
than 4.1..
HQW Zones)
• "Extensions of time may be approved 11y the permitting authority based on weather or other
Ate -specific conditions that make compliance impracticable." (Section 11.0 (2)(b)).
GENERAL NOTES:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY & TOPOGRAPHIC
INFORMATION PROVIDED BY JOHNNY NOBLES AND ASSOCIATES.
2. DEED REFERENCE(S) - DEED BOOK 1687 PG 157
3. TAX PARCEL ID - 141601001
4. CURRENT OWNER - VENTURE PROPERTIES GROUP, LLC
5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA
AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN
DEVELOPMENT. REFERENCE COMMUNITY PANEL NUMBER 450193 0130 D
6. ELEVATION DATUM: NAVD88
7. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXIST. UTILITIES PRIOR
TO COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXIST.
UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE
ENGINEER IMMEDIATELY.
8. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE
PRIOR TO INTERRUPTION OF ANY EXIST. UTILITY, IF BEING UTILIZED,
9. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT
OF ANY UTILITIES DAMAGED DURING CONSTRUCTION.
10. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
11, ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT
ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY,
DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER.
X IF
6,318 CW. FT. REQUIRED VOLUME
BASIN SPILLWAY
16,331 CO FT. PROVIDED VOLUME NOW OR FORMERLY
BASIN B6YTOM ELEVATION = 149 ELEV.=155.0 En 1 tI I� # r•: t
VENTURE PROPERTIES GROU ,LLC
I 6i 1 1 Y
BASIN DEPTH 5 FEET WIDTH = 7.00' DB 1687 PG 157 1 IL # I I#
I /1I#I1?#I�#
(SEE DETAIL SHEET FOR ® PROP. LIMITS OF
" PROP. 6PIPE PROP. TEMP.
1 WEIR DIMENSIONS DISTURBANCE TYP
I.E.=153.00 I ( ) SILT FENCE
I ® , • 1 I Ik I I lilt
I LEGEND 1,1t1 III I lil i
PROP. # 5,670 S.F. OF TEMP. t# WI S I - E/'LEV-- E (STING CONTOUR :`"' •^' w GEO-FABRIC LINER I
LINER TENSAR S150 Ill
I
I -ELEV- gROPOSEO CONTOUR EXIST. TREE LINE RIM= 156.24
T.MH
1 (OR EQUAL) Know what's b@IOW. EXIST. MH i i i i i' #
�IMITS OF DISTURBANCEIII # I I'••....•' /
Call before . E.(OUT)= 147.11
ou di
y g t
-"- - -PROPOSED SILT FENCE - !! PROP. TEMP. GEOSYNTHETIC LINER i Mill I I I I i`
EROSION CONTROL NOTES
1. ALL TRAPS AND BASINS SHALL BE INSPECTED DAILY (MONDAY THROUGH FRIDAY) FOR EXCESSIVE
SILT. CONTRACTOR SHALL REMOVE EXCESSIVE SILT FROM THE TRAPS IMMEDIATELY BEFORE
CONSTRUCTION COMMENCES ON EACH WORKING DAY.AS NECESSARY, MAINTENANCE SHALL
CONTINUE THROUGH COMPLETION OF THE PROJECT.
2. THE DEVELOPER ENGAGED IN OR CONDUCTING THE LAND -DISTURBING ACTIVITY SHALL BE
RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION AND
SEDIMENT CONTROL MEASURES AND FACILITIES DURING THE DEVELOPMENT OF A SITE AS REQUIRED
BY THE APPROVED PLAN. OPERATIONS AND MAINTENANCE CONDITIONS ARE INCLUDED IN THE PLAN
OUTLINING HOW THE DEVELOPER SHALL PROVIDE FOR OPERATIONS AND MAINTENANCE DURING
CONSTRUCTION.
3. WNHIN SEVEN CALENDAR DAYS FOLLOWING SOIL DISTURBANCE OR RE -DISTURBANCE, ALL
PERIMETER SEDIMENT CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION MEASURES
SHALL BE COMPLETED ON TOPSOIL STOCKPILES.
4. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES WITHIN SEVEN
CALENDAR DAYS OF REACHING FINAL GRADE.
5. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL
MEASURES AND FACILITIES AFTER SITE LAND DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH
THE LANDOWNER OR PERSON IN POSSESSION OR CONTROL, EXCEPT FACILITIES AND MEASURES
INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS OR EASEMENTS.
6. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL
EROSION AND /OR OFF -SITE SEDIMENTATION.
7. APPROVED PLANS REMAIN VAUD FOR FIVE YEARS FROM THE DATE OF AN APPROVAL.
8. PERMANET GROUNDCOVER HALL BE PROVIDED FOR DISTURBED AREAS %THING 15 WORKING DAYS OR
NO MORE THAN 60 CALENDAR DAYS. (PER GENERAL STATUE 113A-57 PARAGRAPSH (2) & (3)),
OPROPOSED INLET PROTECTION
CONSTRUCTION SEQUENCE
1. ANTICIPATED START DATE IS MAY 25,.2014.
10. ROUGH GRADE ENTIRE SITE WITH APPROVED STRUCTURAL FILL MATERIAL. ALL
STRUCTURAL FILL SHALL
BE PLACED IN MAX. 8-IN LIFTS AND COMPACTED TO
2. OBTAIN LAND DISTURBANCE PERMIT AND ALL OTHER APPLICABLE PERMITS.
98% OF SOILS STANDARD
PROCTOR MAX. DRY DENSITY.
3. FLAG THE LIMITS OF CONSTRUCTION.
11. COMPLETE UTILITY INSTALLATIONS INCLUDING WATER, SEWER, AND STORM
4. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO
DRAINAGE UTILITIES. PLACE INLET PROTECTION AT ALL STORM DRAIN
STARTING CONSTRUCTION.
INLETS,
5. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
12. FINAL GRADING, PAVING AND STABILIZATION OF ALL DISTURBED AREAS
INSURE SOIL STABILIZATION MEASURES AND SEEDING SCHEDULE ARE FOLLOWED
6. INSTALL SILT FENCE & ASSOCIATED MEASURES ALONG PROPERTY LINES PER
AS PER THE PLANS.
PLANS TO ESTABLISH PERIMETER PROTECTION.
7. AFTER PERIMETER PROTECTION MEASURES HAVE BEEN ESTABLISHED. BEGIN
13. AFTER SITE IS STABILIZED, REMOVE TEMPORARY MEASURES AND/OR COMPLETE
PERMANENT SEEDING OF REMAINING DISTURBED AREAS. RE -SEED AND
INSTALL THE SKIMMER TRAP AND ASSOCIATED MEASURES. GRADE ONLY AS
FERTILIZE AS NECESSARY TO ENSURE ADEQUATE COVERAGE OF PERMANENT
NECESSARY FOR INSTALLATION OF THESE DEVICES.
GROUNDCOVER IN ALL DISTURBED AREAS.
S. TO COMPLETE INSTALLATION OF EROSION CONTROL MEASURES,
14. WHEN SITE IS STABILIZED AND PERMANENT GROUND COVER IS APPROPRIATELY
9. CLEAR AND GRADE SITE AS NEEDED FOR ROUGH GRADING OPERATIONS.
ESTABLISHED, CONTACT NCDENR - LAND QUALITY SECTION FOR FINAL EROSION
CONTROL INSPECTION.
MAINTAIN EROSION CONTROL DEVICES AS NECESSARY TO PREVENT OFF SITE
SEDIMENTATION. ALL EROSION CONTROL DEVICES SHOULD BE INSPECTED AFTER
EVERY RAINFALL EVENT TO ASSURE THEY ARE OPERATING PROPERLY.
GROUND STABILIZATION
Site Area Description
Stabilization Time Frame
Stabilization Time Frame Exception
Perimeter dikes, swoles, ditches
and slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
If slopes are 10' or less in length
Slopes steeper than 3:1
7 days
and are not steeper than 2:1, 14
days are allowed.
Slopes 3:1 or flatter
14 days
7-days for slopes greater than 50
feet In length.
II other areas with slopes flatter
14 days
None (except for perimeters and
than 4:1.
HQW.Zones)
• "Extensions of time maybe approved by the permitting authority based on weather or other
ite-specific conditions that make compliance Impracticable." (Section ILB (2)(b)).
GRAPHIC SCALE
4q 0 2q 4P eq
1 INCH = 40 FEET
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
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P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
Telephone: [phone]
Fax: [phone]
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DATE: 03 - 28 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
SHEET TITLE:
EROSION
CONTROL
C 10.0
OJECT# 13-09'

INTERSECTION with
SIDEWALK, CURB, and GUTTER
NAME
SIGN
EDGE OF SIGN SET
2'. MIN: FROM FACE
OF CURB
INTERSECTION with CURB and GUTTER
STREET NAME SIGN
LLCRJUS70GUTIER
�jJ
SIGN SIGN
R/W +STANDARD
AND GUTTER
VALLEY Q
GUTTER o MINOR
SIGN m
H
R/W +.
STOP SIGN
R/W
STREET NAME SIGN
STREET SIGN PLACEMENT DETAIL
SITE WORK SPECIFICATIONS
N.T.S.
G
24" MIN.
L 0.50' NL_ WHITE
1.00'
0
1.00"
3.00"
GREEN
0.25'
1. STREET NAME MARKERS (SNM) SHN..L BE ALUMINUM, RAT. AND HOVE OIMQ1510NS AS SHOWN ON
'illy'
THIS DETAIL MIMIMUM LENGTH OF. 24: MAXIMUM LENGTH OF 607. THE SLAMS SHALL BE
1.50"
COVERED WITH WHITE HIGH INTENSITY PRIS1AARC (MP) RETRO-REFUMFIVE SHEETING (3M SERIES
393D OR EQUNAIEM) WITH PRESSURE SENSI1NE ADHESIVE (OR EQ WXW TYPE N OR HONER).
-0.25"
2. THE LETTERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M /1177 ED
FILM OR EQUNNENT MEEANG FEDERAL SPEOncARON FP-9e, SECTION imoi(A) AND ASIM
DI9511). THE TRA75i'ARENr GREEN OVERLAY FILM MUST BE PACED ON THE SNM TO PROVIDE
AN EXPOSED Or BDRDER OF THE UNDERLAY WHITE HIP RE1RO-REFLECTIME SHEETING.
0.50" BLACK
3. THE SiR€ET NAME SHALT. BE COMPOSED OF INITIAL UPPER CASE LETTERS 8" IN HEIGff AND
YELLOW
CORRESPONDING LOWER CASE LETTERS 4.5' IN HEIGHT, IN FM 'HIGHWAY W FONT. THE
STREET NAME SHNJ.-BE LEFT-JUSIOIED AND PLACED Or FROM THE SIGN BORDER. ANY
OF
2 00"
STREET NAME WITH 3 OR FEWWFR LEIIFAS SHA L BE CENTERED IN THE SIGN TEXT AtFA,
OUTLET
2 00"
' PRFFDVSUFFOL MISS SHALL BE COMPOSED OF INITIAL UPPER CASE LEF•ERS 3" IN WGHT
AND CORRESPONDING LOWER CASE LETTERS 2.25' IN HEIGIR IN FMA �6GHIMMY On FONT.
]t
• BLOCK NUMBERS SHALL BE 3' IN HEICHT, IN F1iWA'HIMMY C' FONT.
J
• SUFFIX NAMES AND BLOCK NUMBERS SHALL BE RIGHT -JUSTIFIED AND PLACED 0.6' FROM
-I F-
THE RIGHT -SIDE SIGN BORDER AND 0.25' FROM THE TOP AND BOTTOM SIGN BORDERS.
0.50"
PREFIX LETTERS (N._ S. F; AND W) SHALL BE CENTERED AND PACED 0.5" FROM THE
LEFT -SIDE SIGN BORDER WITH zs, SPACING To BEGINNING OF STREET WOVE
4. SUPPLBB IAL SNM WORDING ON YELLOW HP RETRO-RETLECLNE SNELi M WITH BLACK Vim
�- LETR7iS SHALL BE PLACED ADJACENT TO THE GREEN OVE LAY FA.M/BORDFR TO INDICATE
3.0, 4.00" SIP RET O-IR DEAD E S. H4YE NO OIRIEL ETC. OR ARE PRIVATE STREETS (PVT). THE YELLOW
o_I` HP RETRO-REFLECTIVE SHEETING MUST BE PLACED ON THE SLAM TO MNMMJ AN Da'OSED or
BORDER OF THE LINDERAY WHITE .LIP RETRO-RFiLECTNE SHEETING.
NO OURET WITH ARROW (RIGHT OR LlD'n -PINGED ON SNM AT ENTRANCE 70 A STREET
OR STREET NETWORK FROM WHICH THERE IS NO OTHER FJfIT. USE UPPER CASE LETTERS Y'
r 2.50" r 2,50' IN HEILWT. IN R* 'HIGHWAY C' FONT.
RR - PLACED ON SNM AT FHR7ANCf Tn PRNA7r CrR= Ircc uvo reee sc a• w
°
DEAD
HEIGHT AND CORRESPONDING LONER CASE LETTERS 3" W HEIGHT. IN FH4A'MGHWAY C'
2.00'
CL
DEAD END WITH ARROW (RIGHT OR LEFI) - PLACED ON SNM AT ENRIAWCE TO A SINGLE
I-2.00' STREET THAT TERMIMTES IN A DEAD END OR
OOEND
CUL-DE-SAC. USE UPPER 04SE LETTERS 2'
IN FWA 'HIGHWAY c" Pow. IF SLAB STREET S LESS THAN OR BOIW. TO 200
FEET,
THEHEjGIfrN
DEAD END LS NOT NECESSARY.
L 3.00"
2 1 ROAD SIGNAGE DETAIL
PART 1
GENERAL
PART 3
EXECUTION
G.
UNDERCUT AND REPLACEMENT OF UNSUITABLE SOILS SHALL
1.01 WORK INCLUDED
3.01 UNFORESEEN CONDITIONS
BE DONE ON A UNIT PRICE BASIS, AT A RATE TO BE
A.
UNFORESEEN CONDITIONS DISCOVERED AFTER
ESTABLISHED IN THE CONTRACT FOR
A.
GRADE SITE INCLUDING ALL NECESSARY EXCAVATION,
CONSCIENTIOUS INVESTIGATIONS SHALL BE
CONSTRUCTION.
BACKFILLING, PLACEMENT AND COMPACTION OF EARTH TO
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. WORK
FINISH GRADES OR SUB -GRADES AS INDICATED ON
RESULTING FROM SUCH UNFORESEEN CONDITIONS
H.
PROPER NOTIFICATION OF OWNER AND SOILS
GRADING PLAN.
SHALL BE PERFORMED AS DIRECTED BY THE OWNER.
ENGINEER/TESTING LABORATORY FOR
3.02 PREPARATION
CONFIRMATION SHALL BE REQUIRED BEFORE BEGINNING
E.
CONSTRUCTION OF ALL EXTERIOR PAVING AND
WORK.
SURFACING, INCLUDING SIDEWALKS, CURBS, RAMPS, AND
A.
IDENTIFY REQUIRED LINES, LEVELS, CONTOURS AND
1.
CORRECT UNAUTHORIZED EXCAVATION AT NO COST TO
OTHER SiTE AMENITIES SHOWN ON THE DRAWINGS.
BENCHMARKS.
OWNER.
F.
CONSTRUCTION OF PUBLIC SANITARY SEWER AND WATER
B.
MAINTAIN AND PROTECT EXISTING UTILITIES REMAINING
J.
COMPACT EXCAVATION MATERIAL ON SITE; COMPACT
LINES INDICATED ON UTILITY PLAN.
WHICH PASS THROUGH WORK AREA,
EXCESS SUBSOIL, NOT BEING REUSED, ON
SITE.
1.03 QUALITY ASSURANCE
C.
NOTIFY RESPECTIVE UTILITY COMPANIES TO REMOVE AND
RELOCATE UTILITIES AS REQUIRED TO EXECUTE THE
K.
WHEN WET EXCAVATION IS ENCOUNTERED, THE EXCAVATED AREA
WORK SPECIFIED HEREIN,
SHALL BE DEWATERED AND KEPT FREE OF WATER. PROVIDE A
A. LABORATORY TESTING
PERMANENT SUBDRAINAGE SYSTEM WHEN RECOMMENDED BY THE
3.03 TESTING
SOILS ENGINEER AND AUTHORIZED BY OWNER, ON A UNIT PRICE
1.
SOILS AND MATERIALS TESTING SHALL BE PROVIDED AT EVERY
BASIS AT A RATE ESTABLISHED IN THE CONTRACT FOR
STAGE OF THIS PROJECT.
A.
TO FACILITATE TESTING SERVICES, THE CONTRACTOR
CONSTRUCTION. ALL SATURATED MATERIAL SHALL BE REMOVED.
SHALL COOPERATE WITH THE TESTING LABORATORY
2.
WHEN TESTS INDICATE UNSATISFACTORY RESULTS, AS DETERMINED
AND ADVISE THE LABORATORY AND INSPECTORS SUFFICIENTLY
3.05 PROOF ROLLING
BY GEOTECHNICAL ENGINEER AND/OR STRUCTURAL ENGINEER, THE
IN ADVANCE OF OPERATIONS TO ALLOW FOR COMPLETION OF
INADEQUACY SHALL BE REWORKED TO ACHIEVE THE REQUIRED
TESTS AND FOR THE ASSIGNMENT OF PERSONNEL.
A.
AFTER CLEARING AND GRUBBING, STRIPPING OF TOPSOIL
STANDARD.
B.
A TESTING LABORATORY QUALIFIED IN SOILS TESTING AND
AND EXCAVATION HAS BEEN ACCOMPLISHED, THE NATURAL
3.
TESTING SERVICES ARE PROVIDED AS AN ASSURANCE TO THE
EVALUATION SHALL OBSERVE THE SITE GRADING, PLACEMENT
GROUND SURFACES SHALL BE PROOF ROLLED AS DIRECTED
BY THE GEOTECHNICAL ENGINEER.
OWNER, AND IN NO WAY RELIEVE THE CONTRACTOR OF HIS
OF FILL AND THE EXCAVATIONS AND BACKFlLL FOR THE
RESPONSIBILITY FOR QUALITY MATERIALS AND WORKMANSHIP
SITE UTILITIES AND ROADWAYS,
REQUIRED TO MEET THIS SPECIFICATION.
3.06 MOISTURE CONTROL
C.
SOILS AND MATERIAL TESTING TO BE PROVIDED AT ALL
1.04 JOB CONDITIONS
STAGES OF CONSTRUCTION IN ACCORDANCE WITH THE
A.
MOISTURE CONTENT OF SOILS UNDERLYING ROADWAYS
INDUSTRY STANDARDS FOR CONSTRUCTION OF ROADWAYS AND
TO BE IN ACCORDANCE WITH THE REQUIREMENTS
A.
EXISTING UTILITIES: CONTRACTOR SHALL LOCATE AND FLAG
UNDER THE DIRECTION OF THE SOILS ENGINEER.
ESTABLISHED BY THE GEOTECHNICAL ENGINEER.
EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK. IF
UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS
D.
MATERIAL SPECIFICATIONS INDICATED ON THESE
3.06 FILLING
OF SUPPORT AND PROTECTION DURING EARTHWORK
DRAWINGS ARE MINIMUM STANDARDS TO BE ADHERED
OPERATIONS TO AVOID DAMAGE TO UTILITY.
TO BY CONTRACTOR.
A.
FILL AREAS TO REQUIRED CONTOURS AND ELEVATIONS
INDICATED ON PLANS, ALLOWING FOR THICKNESS OF
B.
SHOULD UNCHARTED, OR INCORRECTLY CHARTED, PIPING
FINAL SURFACE BASE, PAVEMENT OR TOPSOIL AS REQUIRED. USE
OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION,
3.04 SUBSOIL EXCAVATION
UNFROZEN MATERIALS.
CONSULT UTILITY OWNER AND NOTIFY OWNER'S
REPRESENTATIVE IMMEDIATELY FOR DIRECTIONS.
A.
EXCAVATE AS REQUIRED TO ESTABLISH SUB -GRADE TO
B.
DO NOT FILL OVER POROUS, WET, OR SPONGY SUB -GRADE
COOPERATE WITH OWNER'S REPRESENTATIVE AND UTILITY
WITHIN PLUS OR MINUS 0.1 FEET FOR ROADWAYS .
SURFACES WITHOUT APPROVAL FROM THE
COMPANIES IN KEEPING RESPECTIVE SERVICES AND
GEOTECHNICAL ENGINEER.
FACILITIES IN OPERATION. REPAIR DAMAGED UTILITIES TO
B.
EXCAVATION SHALL BE CARRIED TO THE ELEVATIONS AS
C.
MANTAIN OPTIMUM MOISTURE CONTENTS SPECIFIED BY
SATISFACTION OF UTILITY OWNER, AT NO ADDITIONAL
DIMENSIONED OR INDICATED ON THE DRAWINGS. EXCAVATIONS
GEOTECHNICAL ENGINEER TO ATTAIN REQUIRED
EXPENSE TO OWNER.
SHALL BE KEPT FREE FROM WATER WHILE CONSTRUCTION IS IN
COMPACTION DENSITY.
C.
PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR
PROGRESS. IN THE EVENT IT IS NECESSARY TO REMOVE
REPRESENTATIVE PRIOR TO INTERRUPTION OF ANY
UNSUITABLE MATERIAL TO A DEPTH GREATER THAN SPECIFIED,
D.
PLACEMENT OF FILL AND TESTING OF FILL AREAS TO BE
EXISTING UTILITY, IF BEING UTILIZED.
THE OWNER SHALL BE NDTIFIED.
IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDE
1.05 PROTECTION
C.
EXCAVATIONS CARRIED BELOW THE DEPTHS INDICATED,
BY THE GEOTECHNICAL ENGINEER.
WITHOUT SPECIFIC DIRECTIONS, SHALL BE BACKFILLED TO
A.
PROTECT ALL SITE FEATURES ALONG PERIMETER OF PROPERTY
THE PROPER GRADE WITH SUITABLE MATERIAL AND
3.07 UTILITIES
TO REMAIN AS WELL AS ALL ON -SITE FEATURES INDICATED ON
COMPACTED AS SPECIFIED BY GEOTECHNICAL ENGINEER; ALL
DRAWINGS TO BE PRESERVED. PROTECTION TO BE IN AN
AT THE CONTRACTOR'S EXPENSE.
A.
SANITARY SEWER AND WATER LINE METERS TO BE PROVIDED
ADEQUATE MANNER WITH BARRICADES, FENCING OR WARNING
BY THE TOWN OF PEMBROKE PERSONNEL OR A CONTRACTOR
LIGHTS AS NECESSARY.
D.
SHORE, SHEET AND/OR BRACE EXCAVATIONS AS REQUIRED
APPROVED BY PEMBROKE. CONTRACTOR TO PROVIDE A 48
TO MAINTAIN THEM SECURE; REMOVE SHORING AS THE
HOUR MIN. NOTICE TO PEMBROKE FOR TAPS INTO
B.
REPAIR DAMAGE TO EXISTING FEATURES TO REMAIN AT NO
BACKFILLING PROGRESSES BUT ONLY WHEN BANKS ARE SAFE
EXISTING SEWER AND WATER LINES. TAPS TO BE MADE
COST TO THE OWNER.
AGAINST CAVING. PROVIDE SHORING WHEN REQUIRED AT NO
UNDER THE DIRECT SUPERVISION AND DIRECTION OF A
ADDITIONAL COST TO THE OWNER.
TOWN OF PEMBROKE REPRESENTATIVE OR ENGINEER.
C.
PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS,
AND OTHER FACILITIES FROM DAMAGE CAUSE BY SETTLEMENT,
E.
EXCAVATE WHERE AND AS NECESSARY TO OBTAIN GRADE
B.
' CONSTRUCTION OF ALL PUBLIC SEWER AND WATER LINES
LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER
ELEVATIONS AS SHOWN ON THE PLANS OR HEREINAFTER
TO BE IN ACCORDANCE WITH THE TOWN OF PEMBROKE
HAZARDS CREATED BY EARTHWORK OPERATIONS.
SPECIFIED.
POLICIES, PROCEDURES, STANDARDS AND SPECIFICATIONS,
F.
UNSUITABLE SOILS: WITHIN THE LIMITS OF THE
PART 2
PRODUCTS
PROPOSED PAVEMENT AREAS
3.07 EXTERIOR CONCRETE PAVING AND SURFACING
OR STRUCTURAL FILL AREAS, THE FOLLOWING MATERIALS
2.01 MATERIALS
SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE
A.
PROVIDE ASPHALT AND CONCRETE PAVEMENTS TO THE
FILL MATERIAL:
LINES, GRADES AND SPECIFICATIONS AS
A.
IMPORTED FILL MATERIAL TO BE PRE -APPROVED BY
INDICATED ON THESE DRAWINGS.
GEOTECHNIAL ENGINEER PRIOR TO TRANSPORTING TO JOB
1. TOPSOIL
2. PEAT AND OTHER ORGANIC SILTS
B.
MATERIALS AND QUANTITIES TO MEET THE MINIMUM
SITE
3. INORGANIC SILTS AND HIGHLY PLASTIC CLAYS THAT
SPECIFICATIONS AS INDICATED ON THESE DRAWINGS.
B.
SEE DETAILS AND SPECIFICATIONS FOR SITE WORK
RUT EXCESSIVELY OR OTHERWISE BECOME UNSTABLE
3.08 CLEANUP
MATERIALS TO BE USED DURING CONSTRUCTION.
UNDER TRAFFIC OR CONSTRUCTION EQUIPMENT.
4. ANY UNSUITABLE SOILS AS DIRECTED BY
A.
COMPLETE THE GRADING OPERATIONS AFTER UTILITIES
GEOTECHNICAL ENGINEER.
ARE INSTALLED, SITE IMPROVEMENTS
C.
ALL MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN
CONSTRUCTED, AND ALL MATERIALS, RUBBISH AND DEBRIS
ACCORDANCE WITH THE TOWN OF PEMBROKE STANDARDS.
LEGALLY REMOVED FROM SITE.
B.
PROVIDE TEMPORARY AND PERMANENT SEEDING IN
REFERENCE THE SOILS REPORTED BY ECS DATED
FEBRUARY 6, 2014 FOR ALL MATERIAL AND SOIL
TESTING SPECIFICATIONS FOR THIS PROJECT.
QACCORDANCE WITH THE SEEDING SPECIFICATIONS ON
1 THIS DRAWING.
NO PARKING
FIRE
LANE
TOW -IN
FIRE LANE SIGN
L�7L�iKl
i
KEY TO FASTENERS_
O10-24 x 10 HEX HEAD MACHINE, ZINC- DEAD END
10-24 FLANGE NUT, ZINC- DEAD END
6 I)18 X 3' CARRIAGE BOLT. ZINC
' /18 HEX NUT: STEEL
#10 X 2-r CORNER BOLT (BREAKAWAY), ZINC.
#16 HEX NUT, STEEL
NOTES:
1. POST SFUUL BE 144AUGE GALVANIZED
STEEL QUIK-PUNCH, ?" HOLES, 1" ON
CENTER, ALIGNED, ON ALL SIDES,. AND 2'
SQIARE� 10 FEET IN LENGTH.
2. THE SLEEVE SHALL OF 1E-GAUGE
GALVANIZED STEEL. 1j" HOLES, 1" ON
CENTER, ALIGNED ON ALL SIDESi AND 2.25"
SQUARE, 30" IN, LENGTH.
3
III
FIRE (I
LANE
(74T
A
(TYP.)
'OUIK
PUNCH'
HOLES
(TYP<)
I
i
U
ROAD SIGNAGE DETAIL & SPECIFICATIONS
FINISHED GRADE
NOTES:
1. SIGNS SHALL HAVE RED LETTERS ON A WHITE REFLECTIVE
BACKGROUND
2. SIGNS MUST BE METAL CONSTRUCTION ONLY.
N . T. S.
(1YP•l
LOCAL, COLLECTOR, AND COMMERCIAL STREETS
DESIGN ACT
CLEAR ZONE FROM EDGE OF PAVEMENT
TANGENT SECTION
CURVE (WITHIN 125' OF CULVERT)
UNDER 750
10
15'
750 - 1500
12'
18'
1501 - 6000
14'
21'.
OVER 6000
18'
24'
UNDERT 5IWAA.SSHED
6" MINIMUM THICKNESS PUBLIC
n I (MIN,)
' 100 MIN
CONSTRUCTION SPECIFICATIONS:
1. A STABILIZED PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET IN ORDER
TO PREVENT ANY TRACKING OF MUD ONTO CANDY PARK ROAD.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE
CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND
REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIATELY.
5. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING
A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
STABILIZED CONSTRUCTION ENTRANCE
. NOTES:
® ® ® ® ® 1. BELOWNGDSHAL ACHIEVEADENSIOINGTOPLANTSLER
UPLANDS ZOOSFOFSHELFAREA. IEVEADENSRTYOFSOPLANTSPER
(ABOVE WATER, 2. SOIL SAMPLES SHALL BE TAKEN AND ANALYZED BY
•2(S <;• LQ" �) !P�► SURFACE) EXPERIENCED AND QUALIFIED TENSIINDIVIDUALS, SUCH AS THE
10, j LOCAL COOPERATIVE EMERSION OR NRCS OFFICE, AND SOIL
VEGETATIVE - - - - - - - - - - - _ _ _ _ _ AMENDMENTS SHALL BE IMPLEMENTED ACCORDING TOTHE
SHELF '� - 3 ANALYSIS RESULTS PRIOR TO PLANTING. -
App° (j . ALL PLANTINGS SHALL BE INSTALLED B. QUALIFIED
�ik ```�^^• ' o' �_ ® �!V /jj�. ®• BELOW 4. THIS DIAGRAM IS SCHEMATIC IN NATURE AND PLANTINGS MAY
IXED/MATCHED BY THE LANDSCAPE PROFESSIONAL AS'
IQ X>SURFACE AND
SHALLOW LOW WATER PLANTS ERRED. HOWEVER; SHALLOW
A ONO BE MIND LXEUTOGETHER..
SHRUBS
HERBACEOUS
1
SHALLOW LAND PLANTS
Common Name Botanical Name SIZE
SPACING
tm
RM
Red C oke er
Aronia arbutifo La
Gal
36" O.C. MAX
tPer us
SrJoePveWeed
C et ra a ni o is
3 Gal36
O.C. MAX
Dogwood
COrnus Amomum
Gal
36' O.C. MAX
Quill Sedge
Carex tenera
1 T
24 O.C. MAX
Cardinal Flower
Lo e a car Ina s
1 T
24" O.C. MAX
Eu ator a e us Fistu osus
i OT
24 O.C. AXe
Mal ow
Hi ISCUS coccineus
1 CRT
24 O.C: AXwee
.
Asc a las Incarnata
1 T
24 .O.C: MAX
HALLOW WATER PLANTS (ALL HERBACEOUS)
mon Name BotanicalName SIZE
SPACING
Sweet-flogAcorus
su cordat
1 T
24" O.C. MAX
Blue Ir s
k1za
Iris vir n ca
1 T
24 .O.C. MAX
h -
Junc s effusus1
T
24"O.C.MAX
weed
Pontederlaco ata
T2Tall
.Saururus
cemuus1
T
24' O.C. MAX
ware Bu rus
Sc aeno ectus americanusueSa
ttarlaLanc o aQT
24 O.C. Mrum
Pe tan ra Vir n ca
1 T
24 O.C. MAX
VEGETATED SHELF PLANTING DETAIL
NTS
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
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P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
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DATE: 03 -10 - 2014
DRAWN BY. JAB
CHECKED BY: JEL
SHEET TITLE:
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Q X PROVIDE ALL CATCH WING OVER V-6- IN DEPTH WITH STEPS 12^ ,Q <• EXPANSION JOINTS 1...} �.y 2�4` " }
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~ oluI oneM3lON8 ARO OUANTITIT DA BRICK MTCx IX ON NUR. SMI X win XD RIT311 • AN•1 H R CU V � m ii z I °' wx. Pin Me elm . r� = E"S � I It I-
z J m SECTION X-X SECTION Y-Y " Z -� rn SECTION X-X SECTION Y-Y L
'n DIENeIms 0 BOX An PIPE TOP SLAB OU. .CONS. BOX BRICK WBONRY DEDUCTIONS U, m -n J O
O PIPfi SPAN WIOix WIDTH SPAN MIX. NEloXT DIYENBIONS WB-U BARB-Y TOTAL TOP BOTTOM IOGL Pne1 MY. OE PIPE z ...I O z -n J W N
S7 D A B 0 O H E F No. LEVmm So. LENGTH NO. LEXOTH Los. SLAB SW ON. UZUJ �i O.Y. N.O. W 9 DIMENSIONS D QUANTITIES FOR DROP 1 SASED ON MIN. HE] HT, H LU � S DIMENSIONS AND QUANTITIES FOR DROP INLET(W® ON MIN. NIIIONT N a Z K ._ CV M < N
12• W-O' • ' •• •• Y•G" -• •• •- •- - •• •- -• -• •• -• 0.20/ 0.26f O.SSG 1.104 0.020 0.042 DIMENSIONS OF BOX A PIPE CMI17 YARDS DEDUCTIONS FOR D 9MZDNS OF O A PIPECUBIC YARDS CUBIC YARDS DEDUCTIONS FOR IC
IS 3'-0 - 0 •0' 0.2a1 .II51 O.SBR 1.eN O.ml 3.047 PIPE SPAN WIDTH MIN. HEIGHT CONS• IN Box ONE PIPE PIPE SPAN WIDTH YIN. HEIGHT CONCRETE BRICK MASONRY ONE PIPE 00WE1. DATE: 03 - 10 - 2014
1T- 0'•0 2'•2 s •a 0.281 a.2at f.043 1.324 o.a4 D.02 BOTTOM W4LL PER BOROM WALL PER Taal pT41t
24• W-0• Y-2- 9'-S O.Y01 O.2tl 1.2d 1.4BR o.ore O.1Y1 O A S M SLAB FT. WT. la.m C.Y. R.C. D A B H HIM POT XT. YmObr/ ra D.9. A.C.
YM. MIMR.N
so- W-O z-a 0'-1" 4 •0• 1'•Y• 4'•1" 1 1 -B" 3 4 •1- S 4 -1 49 0.187 0.416 0.G21 T.BOC . 7 0.12E 0.1E 12" 3 -O" 2 •0 II -D 0. xII2 0. 0 Set O.Oi6 0.02e 12 0 -O Y •0 a'•0" 0.258 0.819 0.628 0.020 0.m DRAWN BY: JAB
3a" 9••0• e1•2• G•-1D- 4•0 r•e• 4. 4 s•o 4 4.1• a 4. 49 oeGT o.4tG 0.002 LDt. 2.6fe a.ua os•1
42• X.O. •• .•-6• 0 •a 1•-G" '• A 1 -S" " 3 0 •9 9 s • 00 0.138 0 37a 0. 8 2.18E 4.Oe0 O.Y40 O.ail 18" 2 •3 0.64B 0.023 0.03 1a 2'-3" 0.28 0.913 O. B00 0.071 O.G17
.- 3'•0• II'•1" 6-0' S- 2'-0• 0'•a• 1 II'•P . 0•3 a O•3 41 0.1730,41 o.HBR x.47G 0.913 0.477 1B' 2•B °.703 0.033 O.D49 18 2'-B° 0.2aB 0.9/3' 0.878 o.a1 o.oe6 CHECKED BY: JEL
SHEET 2 OF 2 64• 3'•0' II' -II' 6'-7• 0 •a' 2 •) ] -8 1 3 •° 0 •a a S • 47 a.IIll O.I4a •BR0 2.BOB 3.4 0.9e8 0.80 BNEEi E 0 P HEET 1 OF 1 24" a -O 0.B11 O.0a9 O.OaS PA '- ' 0.288 0. 19 O. aDB 0.078 0.11a
Q p DO• 3•-0- x-0 3-S 0.22E 0.22E 0.925 0.092 0.127 SHEET 1 1 1 SHEET 1 OF 1 30 3-0 R-0 3'-" O.PSO 0.9f9 D.DDI 0.12E 0.170 SHEET 1 OF I SHEET TITLE:
640.01 RISER W .3:1 Otle YMBR OF BRICK INtMNY Ip Fam HEIGHT 640.01 V40. 14
840.14 840.15 _ _ adn -I at
DETAIL
SHEET
FINAL DRAWINGS SHEET NUMBER
RELEASED FOR CONSTRUCTION C 12.0

L - 10 FEET IN LONGITUDINAL SECTIDN
p
L
o I•� L/4TL/"T �U4 0
z•
ER A (- B _c i� rBACK OF CURB
OF GUTTER/EOP
7 t/2"
1I1I��''I B 3/4'I•�
SECTION A -A SECTION B-B SECTION C-C
USE FOR ALL CURB AND USE FOR ALL CURB AND
GUTTER AT CATCH BASIN GUTTER ON THIS PROJECT
LOCATIONS ONLY
NOTES:
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
2. IN CASES WHEN CATCH BASIN LOCATION WILL NOT ACCOMADATE A
10.0 FT. TRANSITION A 5.0 FT. TRANSITION IS ACCEPTABLE NOT TO S
10'-0" MAX.
• V-6" MIN.
NOT TO SCALE
CURB AND GUTTER TRANSITION
2'6" CURB AND GUTTER TO 2'0" VALLEY GUTTER
PLAN
• S-6" MIN.
NOTE:
TRANSITION FROM 2'-6" STANDARD CURB TO VALLEY CURB
AT A DRAINAGE INLET ONLY.
TRANSITION FOR SINGLE AND DOUBLE CATCH BASINS
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
PROVIDED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 To 400
8
I
401 TO 500
9
2
501 TO 1000
29 OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
) OF THE AMERICANS DISABILITIES ACT (ADA).
SECSEEn4.N,2,(5)
(d) FOR MEDICAL CARE FACILITIESWITH
CATCH BASIN FRAME
IN VALLEY GUTTER
SIGNAGE-__�®
SEE STD. NO
50.09 FOR
DETAILS
NOT TO SCALE
ACCESSIBLE ROUTE
® (SEE NOTE 3)
VAN
CE55IS
SPACE
ONE OUT OF EVERY EIGHT (B)ACCESSBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
O
VAN R7-8e NUTC0 RESERVED
ACCESSIBLE 12 x6" 1 PARKING R7-1 PARKING
1="x18" MUTCD
DISABLED R7-80
RESERVED PASSENGER 12"x18"
NOTES: PARKING MUTCO
1. ALL 1 TO B ACCESSIBLE SIGNS FACE & RCD). SHALL BE MOUNTED AT 7 FEET FROM ® R7-0^ LOADING
GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12"x18" ONLY
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) REQUIRED ACCESSIBLE MAXIMUM R7-8D
AND U.S. DEPARTMENT OF TRANSPORTATION SUPPLEMENT RESERVED PARKING SIGN PENALTY 12'x9"
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN $ 250
RAMPS ARE REQUIRED AT LOADING ZONE AREA
MAXIMUM PENALTY R7-80 R7_80
$ 250
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
JOINT SEALER T f-- 1/8" RADIUS (TYPICAL)
4-
JOINT FILLER --r
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY CUTTER,
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAPS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
NOT TO SCALE
CURB AND GUTTER
BEGIN TRANSITION AT
AT END OF RADIUS
VARIES SEE STD. NO. 10.2<
FOR MORE DETAIL
2'-0" VALLEY GUTTER � 2 p
I_
EXPANSION JOINT `o;o a
oM
STEEL HOOD CATCH BASIN = 3'-0"
O
z
EXPANSION JOINT oin
2'-0" VALLEY GUTTER
NOTE:
1. WHERE 2'-6" CURB AND GUTTER IS USED,
CATCH BASINS MAY BE LOCATED AT END
OF RADIUS.
2. RADIUS AT INTERSECTION MAY VARY.
NOT TO SCALE
CATCH BASIN PLACEMENT AT INTERSECTIONS
STD. NO. REV
10.30
"-:d:--'+ sl <J 4i 3r FA'S. 3" r'` ul+`>-:
£`tt'! (•-;vs' 'f ..11 .21L. 7C ''D ••r
{
,I
.
F
1
G
C E
�I AL E
H
y
T,
A
R7-8e
DIMENSIONS (INCHES)
A
8
C
I D
E
I F
I G
H
J
K
L
12
8
1 3/8
1 3/8
1-1/2
1-1/2D
1/2
ID
2-1/2
4
1-1/2
.INCREASE SPACING 50%
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
SERIES D LETTERS
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
SUPPLEMENTAL ACCESSIBLE
SIGN (R7-8e)
0
ACCESSIBLE VAN SIGN R7-8e
RESERVED
PARKING '
SIGN R7-8o
MAXIMUM11
PENALTY f SIGN R7-8D
$ 250
FINISHED GRADE
GROOVE JOINT IN SIDEWALK
1/8" RADIUS
1/8" TO 1/4"
1 I� JOINT FILLER
--- 1/2'
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
MINIMUM OF 5'.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 4'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
1/2" EXPANSION JOINT
w
ar
o 1/4" PER FOOT
�-PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE
CONCRETE SIDEWALKS
BACK OF WALK
FRONT OF WALK
EXP. JOINT m I m alI _EXP. JOINT
SIDEWALK -- 11 1
BACK OF GUTTER
W y y y y y y y y J
PLANTING STRIP-"- y y y A A y y CUTTER LIP „ ,+
SLOPE A 12:1
SLOPE "B" 1/4
CONTINUE JOINT AT 4'-0 4'-0"
BACK OF GUTTER
TRUNCATED DOMES COLORED
PLAN VIEW -PARALLEL PER STD. NO. 10.358
RAMP WITH PLANTING STRIP
BACK OF WALK
CONTINUE JOINT AT
BACK Of GUTTER
FRONT OF WALK
PLANTING SIDEWALK-�,
STRIP i _.__�EXP. JOINT BACK OF GUTTER
�w EXP. JOINT
y y 11 y y
W y y y W y
W W y y W y y J•
y A A y GUTTER LIP
FLOWLINE
4'-0' 4'-0" i NO
DIMENSIONS AT BACK OF GUTTER TRUNCATED DOMES COLORED
PER STD. NO. 10.35E
PLAN VIEW -DIAGONAL RAMP
WITH PLANTING STRIP
NOT TO SCALE
ACCESSIBLE RAMP STANDARD
2'-0" VALLEY GUTTER 10.33A R ,
\ry NOTE:
SUPPLEMENTAL ACCESSIBLE SIGN (R7-8e) USED IF
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE.
GS20-37 6
(TYPICAL)
(TYPICAL)
R7-8D
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
R7-8D PENALTY SIGNS ARE REQUIRED TO
ACCOMPANY ALL R7-8D PARKING SIGNS
ERECTED AFTER DECEMBER 31,1990
SUPPLEMENTAL ACCESSIBLE
SIGN (R7-8D)
ACCEVAN S BLE ' SIGN R7-8e
RESERVED '
PARKING
SIGN R7-8D
MAXIMUM
PENALTY •t-SIGN R7-8D
$ 250
POWDER COATED STEEL
U-CHANNEL SIGN POST
FINISHED GRADE
IIIIIIiI79IIIIIITI
APPROVED DATE
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
.urffvrvor-ee
.
C
P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
Telephone: [phone]
Fox: [phone]
111111
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DATE: 03 - 10 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
SHEET TITLE:
DETAIL
SHEET
C 13.0

NOTES:
LOCKLE'q,4
SEAL EACH END OF CASING -
WITH SOLID CONCRETE BRICK
AND 1:3 MORTAR 12" MINIMUM
LENGTH.
CARBON STEEL CARRIER PIPE BRACE
SHALL BE PLACED T PRIOR TO AND 3-
AFTER EACH JOINT OF DUCTILE IRON
CARRIER PIPE. (SEE DETAIL BORE UNDER
ROADWAYSIRAILROADS BHT 2OF 2 FOR
SPECIFIC REQUIREMENTS)
STEEL CASING SIZED AS INDII
ON THE BORE SIZING CHART.
y
sl
`1\\1\\\\\�" fIM
1 •-
CONCRETE
THRUST
BLOCK (TYP.)
ELBOW `
HORIZONTAL BEND
)E EXCAVATIONS(TYP.)
MIN. BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on Boll supporOng value of 2000 psi @ 200 pslg test pressure)
PIPE
SIZE
TEES &
DEADENDS
90
ELBOWS
45' ELBOW
&CROSSES
22.1/2'
ELBOWS
6"
4
6
3
2
8"
7
10
5
3
12'
15
21
11
6
=1IL
M.J.PLUG
,II
- III
SEE BLOW -OFF DETAIL FOR
CLARIFICATION OF CONSTRUCTION I
REQUIRED AT DEAD ENDS
DEAD END
-{ j-* \ ALL BEARING
i SURFACES
SHALL BE AGAINST
UNDISTURBED
TEE GROUND (TYP.)
CONCRETE THRUST BLOCK DETAIL
N.T.S.
SHEET NO.
I OF
BELL OD + 8" MIN.
BELL OD + 24" MAX.
7
R
a
z
w
CONTINUOUS 12 GA.
SINGLESTRAND
COATED COPPER WIRE
REQUIRED FOR
ALL NON-FERROUS PIPE
(FROM VALVE BOX TO
VALVE BOX)
TYPE 3 TRENCH
WATER MAIN BEDDING DETAIL
N.T.S.
SHEET NO.
1 OF 1
CROSS
SIDE EXCAVATIONS
(TYP.)
CONCRETE 19 I I Ir
SHALL BE KEPT IL JI I
CLEAR OF PIPE
JOINTs(TYP.) TAPPING SLEEVE
AND VALVE
2014-MG BORE-ROAD_RAIL.dwg
NOTES:
1. THRUST BLOCKS SHALL BE INSTALLED
ON PVC WATER DISTRIBUTION LINES 6"
THRU 12" DUL IN THE MANNER SHOWN.
SEE PEMBROKE STANDARD ALT.
RESTRAINING DETAIL WAS FOR
ACCEPTABLE ALTERNATE
RESTRAINING SYSTEMS.
2. PIPE GREATER THAN 12 INCH
DIAMETER SHALL REQUIRE RESTRAINT
JOINT PIPE FOR THE PROPER LENGTH.
3. COMPACT FITTINGS ARE NOT
ACCEPTABLE. STANDARD FITTINGS
SHALL BE USED WITH CONCRETE
THRUST BLOCKING.
4. THRUST BLOCKS SHALL BE
INSTALLED ON SEWER FORCE
MAIN IN THE MANNER SHOWN.
S. IF SAC-CRETE IS USED. MIXING
MUST BE ON SITE UTILIZING A
MECHANICAL MIXER.
S. NO CONCRETE SHALL BE
PLACED ON BOLTS. WRAP
JOINT FITTINGS WITH PLASTIC.
7. CONCRETE SHALL BE
A MINIMUM 3.000 psi.
S. ALL BEARING SURFACES SHALL BE
AGAINST UNDISTURBED SOIL AND
SHALL BE APPROVED BY PEMBROKE
PROJ. COORDINATOR PRIOR TO
PLACEMENT OF CONCRETE-
9. USE OF RESTRAINED JOINT DUCTILE
IRON WILL BE REQUIRED IF SOIL
CONDITIONS 00 NOT ALLOW THE USE
OF THRUST BLOCKS.
10. ALL VERTICAL BENDS SHALL BE
RESTRAINED USING RESTRAINED
JOINT DUCTILE IRON PIPE.
NOTES:
1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
4"-W TOPSOIL RESTORED TO
EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS
ORIGINAL GRADE AND SEEDED OR
FOR CONSTRUCTION", CHAPTER XV11 OF TITLE 29, CFR, PART
SODDED AS INDICATED ON
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
DRAWINGS.
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
2. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
3. TYPE 3 TRENCH CONDITIONS AND A MINIMUM OF 4'
-�r
OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT
i I=F
PIPE IS SPECIFIED AND 3.5' OF COVER IN ALL OTHER LOCATIONS
I
UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE.
-UNDISTURBED
SOIL
4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED
AS "NATIVE' SOIL EXCAVATED FROM THE TRENCH,
REMAINING TRENCH BACKFILL
FREE OF ROCKS, FOREIGN MATERIAL, AND
COMPACTED TO 95%MAX. DENSITY
FROZEN EARTH.
' IN MAX. 12" LIFTS FOR NON -PAVED
AREAS. SEE APPLICABLE PAVEMENT
S. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
PATCH DETAIL FOR PAVED AREAS.
WALLS AND TRENCH BOTTOM, BEDDING MATERIAL
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
THE PROJECT REPRESENTATIVE AND ONLY
BACKFILL LIGHTLY TO IT
FOR THE AUTHORIZED QUANTITY.
_ABOVE PIPE IN 6' LIFTS (95%
S. BEDDING MATERIAL SHALL BE PROPERLY RODDED
MAX DENSITY COHESIONLESS SOILS
AND COMPACTED AROUND THE PIPE HAUNCHES.
90% MAX DENSITY COHESIVE SOILS)
T. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE
OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE
WATER MAIN MATERIAL SHALL
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST
- BE AS SPECIFIED AND SHOWN
TO THE OWNER, THE ENGINEER MAY HAVE COMPACTION
ON THE DRAWINGS.TEST
PERFORMED AFTER THE BACKFILL IS COMPLETE.
CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO
4" MIN SUITABLE LOOSE
VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION,
-SOIL BEDDING FROM TRENCH
BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO
EXCAVATION (SEE NOTES 4 & 5)
ADDITIONAL COSTS TO THE OWNER
_ UNDISTURBED
SOIL
BORE SIZING CHART
CARRIERPIPE
IN
G SIZE
ROADWAYS
MIN. WALL THICKNESS
MIN. WALL THICKDS
NESS
CKNESS
4-
10"
0.188"
0.188"
8"
12"
0.25"
0.281"
8'
16"
025"
0.281"
12"
24"
0.25"
0.375"
16,
30"
0.312" -
0.469"
1B"
30"
0.312"
0.459"
24'
36"
0.375"
0.532"
30"
42"
6.500'
0.625"
36"
48'
0.500"
O.6B8"
1. INSTALLATION SHALL BE DRY BORE AND JACKING OF
SMOOTH WALL STEEL PIPE. JETTING OR WET BORING WITH WATER
SHALL NOT BE ALLOWED.
2. SEE BORE SIZING CHART FOR CARRIER PIPE SIZE AND
STEEL CASING SIZE, MIN. DIA. AND WALL THICKNESS.
3. CASING PIPE SHALL BE IN ACCORDANCE WITH ASTM A-53, GRADE B
WITH A MINIMUM YIELD STRENGTH OF 35,0DO PSI
4. EACH END OF ENCASEMENT TO BE PLUGGED WITH BRICK. ALL VOIDS
OUTSIDE THE CASING PIPE SHALL BE COMPLETELY FILLED WITH 1:3
PORTLAND CEMENT GROUT AT SUFFICIENT PRESSURE TO INSURE
NO SETTLEMENT OF ROADWAY/ RAILROAD. METHOD OF GROUTING
SHALL BE AS APPROVED BY THE PERMITTING AGENCY.
5 IT IS RECOMMENDED THAT THE BORE BE ACCOMPLISH FORE PIPE
ED 8E
*CONTRACTOR MAY SUBSTITUTE A LARGER SIZE CASING PIPE HAVING THE
CONSTRUCTION BEGINS.
MIN. WALL THICKNESS SHOWN FOR SEWER MAINS. ALL ADDITIONAL COSTS
6. THE BORING SHALL BE PERFORMED FROM "UPSTREAM" TO
SHALL BE INCLUDED IN THE UNIT PRICE BID FOR BORING AND JACKING.
"DOWNSTREAM" DIRECTION MAINTAINING THE CRITICAL DOWNSTREAM
INVERT ELEVATION. SHOULD THE BORE NOT BE ON GRADE. A REVISED
PLAN SHALL BE SUBMITTED TO PEMBROKE FOR APPROVAL.
FASTEN BRACE TO PIPE W/
HEAVY DUTY STUDS, NUTS
7. THE BORING OPERATION SHALL BE CONDUCTED IN A
AND WASHERS.
MANNER THAT THE FLOW OF TRAFFIC IS NOT IMPEDED
RUNNERS SHALL BE MIN. 2" WIDE
OR IN SUCH A MANNER SO AS NOT TO CREATE A HAZARD.
S. IF AN OBSTRUCTION IS ENCOUNTERED DURING THE BORING
OPERATION, THE AUGER SHALL BE WITHDRAWN THE EXCESS
CASING PIPE CUT-OFF, CAPPED AND THE INTERIOR AND EXTERIOR
VOIDS SHALL BE COMPLETELY FILLED WillPORTLAND CEMENT
GROUT UNDER PRESSURE. NO SEPARATE PAYMENT FOR
UNSUCCESSFUL BORES.
9. CONTRACTOR SHALL FIELD ADJUST AND INSTALL PROPER PIPE
SOLID CONCRETE BRICK
BRACES TO ACCOMPLISH GRADE AND INVERTS AS SHOWN ON
AND 1:3 MORTAR., COMPLETELY
THE DRAWINGS.
FILL VOIDS BETWEEN BRICK a10.
A MANUAL CONTROL STEERING HEAD OR OTHER GUIDANCE SYSTEM
WITH MORTAR. CLOSE EACH END
IS RECOMMENDED FOR BORES 30" DIAM. AND/OR LARGER AND FOR
OF CASING.
BORES EXCEEDING 1O' IN LENGTH OR AS SPECIFIED.
11. SUBCONTRACTORS SHALL ADHERE TO ALL PERMIT REQUIREMENTS
COMPLETELY FILL //
/
AND SHALL PROVIDE APPROVED INSURANCE CERTIFICATES AS
VOID OUTSIDE OF
REQUIRED.
CASING WIGROUT
.'
SEE NOTE 4
::
12. CONTRACTOR SHALL EXECUTE AND PERFORM ALL REQUIREMENTS
AND CONDITIONS STIPULATED BY THE PERMITTING AGENCY.
RJDI CARRIER
. • . • : : • •
13. SEE DWG. MA SHEET i OF 2 FOR ADDITIONAL INFORMATION.
PIPE STEEL CASING BAND -12 GA. MIN.
14. CARRIER PIPE FOR PRESSURE APPLICATIONS (WATER MAINS & FORCE
RISER -8 GA. MIN
MAINS) SHALL HAVE FACTORY RESTRAINED JOINTS. CARRIER PIPE FOR
CARBON STEEL
GRAVITY SEWER SHALL HAVE RESTRAINED JOINTS AND MAY USE
SECTION "A -A" CARBON STEEL CARRIER PIPE BRACE
RESTRAINING GASKETS SUCH AS FIELD LOK, SURE STOP 350 OR OTHER
APPROVED GASKETS.
BORE UNDER ROADWAYS/RAILROADS
SHEET NO.
20F2
VEMENI -•.�.• -..l I-NID-111. -II
CONC. CURB 8 GUTTER ID=1•
1" FULL PORT ANGLE SALL VALVE
WITH ONE OR TWO STEP STYLE
COMPRESSION FOR IPS PE INLET -
AND FEMALE METER THREAD -_
'CC SINGLE SWIVEL NUT WITH LOCK. ALL 1
TAINLESS STEEL INSERTS SHALL BE STAINLESS
TRAP SADDLE STEEL.
BALL CORPORATION STOP
WITH AW WA INLETS, ONE
OR TWO STEP STYLE 1"Xi"XI' BRASS TEE -
COMPRESSION FOR IPS PE, INSERT CONNECTION
WITH STAINLESS STEEL
INSERTS.
200 PSI ASTM D1248-TYPE III
ASTM D 335D-355434 C
oa
w
j?z
ill -iI '--12" METER COUPLING WITH 344" FEMALE
THREAD METER SWIVEL NUT X %' MIPT.
(NOTE: USE 1" FOR IRRIGATION SERVICE)
1' x 7-1/2" SPACER FOR DOMESTIC SERVICE,
1"x 10-3/4" SPACER FOR IRRIGATION
SERVICE, SPACER SHALL BE FURNISHED BY
STANDARDS.
BRICK METER BOX BASE
SEE INSET"A"
MAIN - 1" FULL PORT ANGLE
12 GA SINGLE STRAND BALL VALVE
TRACER WIRE COATED COPPER WIRE
(DO NOT CONNECT TO EXTENDED INTO METER
1"CC SINGLE CORPORATION OR BANDS) BOX 6' AND WRAPPED'
STAINLESS STEEL AROUND LOCK VALVE
STRAP SADDLE
> 2" SOLID BRICK
BACKFILL METER BOX BASE
METER BOX 8 D BOTTOM 1"X1"XI"BRASS TEE`
)11 _ 1'± 1' INSERT CONNECTION
BRICK OF BOX
s um
SECTION 'I
BRICK METER BOX BASE
INSET "A"
1" SPLIT WATER SERVICE LATERAL
N.T.S.
2"
G=NO. B SIZE OF
BOLT SLOTS
\TION METER
1" FULL PORT ANGLE
BALL VALVE
�V BRASS ELBOW INSERT
CONNECTION
I- IPS POLYETHYLENE PIPE
FRONT
I-15116" SQ.
NOTES:
1. ALL MATERIALS SHALL BE IN ACCORDANCE WITH
THE WORD "OPEW AND
PEMBROKE STANDARDS.
ARROW INDICATING
COUNTERCLOCKWISE
2. RAISED MALE FACE SHALL BE REQUIRED TO PROVIDE
DIRECTION CAST HERE
FOR PROPER ALIGNMENT OF THE TAPPING SLEEVE.
3. ALL VALVES SHALL HAVE 2" SQUARE OPERATING NUT
AND SHALL OPEN COUNTERCLOCKWISE.
4. RESILIENT WEDGE GATE VALVE SHALL BE AS
MANUFACTURED BY MUELLER CORP.. AMERICAN
DARLING, CLOW CORP., OR APPROVED EQUAL.
5. VALVE BODY, BONNET AND GATE SHALL BE IN
ACCORDANCE WITH AW WA C-50910-515 AND NSF61.
6. VALVE BODY AND BONNET SHALL BE COATED ON ALL
INTERIOR AND EXTERIOR SURFACES WITH A FUSION
BONDED EPDXY IN ACCORDANCE WITH AWWA
C-550-90,
7. ALL VALVES24"AND SMALLER SHALL HAVEASAFE
WORKING PRESSURE OF 250 PSI.
S. SEE TAPPING SLEEVE (DETAILS W.10 OR W.11) FOR
a:
ADDITIONAL INFORMATION.
w
9. DIMENSIONS SHOWN ARE FOR REFERENCE AND MAY
0
VARY BASED UPON MANUFACTURER. VALVES SHALL
BE SIMILAR IN NATURE TO THAT SHOWN AND SHALL
LL
NOT DEVIATE IN ESSENTIAL DETAILS.
10. ALL TAPPING SLEEVES SHALL BE HYDROSTATICALLY
PRESSURE TESTED IN ACCORDANCE WITH PEMBROKE
SPECIFICATIONS. TEST SHALL BE WITNESSED AND
APPROVED BY PEMBROKE PROJECT COORDINATOR
PRIOR TO BEGINNING TAPPING PROCESS.
VALVE
SIZE
A
B
C
D
E
F
G
H
J
K
L
M
N
R
S
T
TURNS
OPEN
WEIGHT
W/ACC
4
4.3/8
5.718
15/16
1-1/2
7-1/2
4-7/8
4.29/32
2.112
7.1/2
9
-
9
19
1 88
6
6.7/8
6-1/4
1
1•5/e
9-1/2
6-7/8
7
2.1l2
9.112
11
17-SIB
11-314
8-7
114
175
8
6-1/2
7-1/4
1-1/8
1.3/4
13.114
11-3/4
6-7/8
I
32
2-1/2
11-3/4
13.1/2
21
14-144
8-7/8
1/4
28
274
12
7
8-1/4
1-1/4
1.3/4
17-7/8
16-t/4
B-7/8
1 1
19
28-1/4
19-188
12-1
1/4
39
570
16
8.1/2
9-1/8
1-7/16
2.1/16
23
21
12-7/8
7
23. 12
38-M
26.118
16-1 118
1/4
55
1140
24
10.112
1-718
2-112
31-3/
16.7/8
54.518
37- S
20.1318
SITS
79
3225
SHEET NO.
1 OF
TAPPING VALVE
N.T.S.
PLAN
N.T.S.
SECTION A -A
N.T.S.
VALVE BOX PROTECTOR RING
N.T.S.
SHEET NO.
1 OPT
71 1
L1�
5
SECTION "A -A"
9"
7.5/8'
T-3I6"
8.318'
:v
TOP SECTION
VALVE BOX
N.T.S.
RINGS OF #3 REINFORCING
EFORMED BAR AS SHOWN
DIED PORTION OF
....31S EXPOSED
REMAINDER IS BURIED
PLAN
5.3/4"
BOTTOM
L .; .: • I I
1" FULL PORT ANGLE BALL VALVE
WITH ONE OR TWO STEP STYLE
COMPRESSION FOR IPS PE INLET
AND FEMALE METER THREAD
1" CC SINGLE SWIVEL NUT WITH LOCK. ALL
STAINLESS STEEL INSERTS SHALL BE STAINLESS
STRAP SADDLE STEEL
- BALL CORPORATION STOP
WITH AW WA INLETS, ONE
OR TWO STEP STYLE
COMPRESSION FOR IPS PE,
WITH STAINLESS STEEL
INSERTS.
1" IPS POLYETHYLENE PIPE -
P.E. 3406 16D PSI/P.E. 3408
200 PSI ASTM D1243-TYPE III
ASTM D 3350-355434 C
0
TRACER WIRE
(00 NOi CONNECT 70
CORPORATION OR BANDS)
2' SOLID BRICK METER
D BOX BASE
BACK FILL = 0
METER BOX II9
BRICK
1"+ 1"
SECTION "A -A"
BR
ICK METER BOX BASE
INSET "A"
PROPOSED 1" WATER SERVICE LATERAL
SHEET NO
1 OF
0� ..�J
A
12 GA SINGLE STRAND
COATED COPPER WIRE
EXTENDED INTO METER
BOX WAND WRAPPED
AROUND LOCK VALVE
EQ SO
w
NOTES:
1. CONCRETE PROTECTOR RING SHALL BE
2500 P.S.I. PRECAST REINFORCED CONCRETE
2. VALVE BOX SHALL BE AT GRADE
WIPROTECTOR RING EXTENDING
1I2" ABOVE GRADE
3. SEE GATE VALVE AND BOX DETAIL
4. VALVE BOX PROTECTOR RINGS
SHALL BE INSTALLED AROUND VALVE
BOX IN UNPAVED NON -TRAFFIC AREAS.
AND SHALL NOT CREATE A HINDERANCE
TO MOWING OPERATIONS.
REINFORCED
CONCRETE
/PROTECTOR
/ RING
CUT AWAY VIEW
N.T.S.
NOTES:
1.
VALVE BOX SHALL BE 3 PART BLIP -TYPE
MANUFACTURED BY SIGMA CORPORATION
(VB462), TYLER UNION (6055 SERIES), STAR
PIPE PRODUCTS (VB-0004), OR APPROVED
EQUAL.
2.
VALVE BOX SHALL BE 3-PIECE CLOSE
GRAINED CAST IRON SLIP -TYPE VALVE BOX
WITH A MINIMUM THICKNESS OF 3116".
3.
VALVE BOX SHALL HAVE RAISED LETTERS
"WATER" CAST INTO COVER.
4.
VALVE BOX SHALL HAVE 318" HOLE DRILLED
IN TOP SECTION THRU WHICH A 1/4'xt-112'
GALVANIZED BOLT SHALL BE USED TO
SECURE A MINIMUM 12 GAUGE, SINGLE
STRAND, COATED COPPER OR COPPER CLAD
DROP LID
STEEL TRACER WIRE FOR NON-FERROUS
PIPE. A 1/2" WASHER SHALL BE USED
BETWEEN NUT AND INSIDE OF BOX. TIGHTEN
HAND TIGHT.
6.
SCREW TYPE VALVE BOXES ARE NOT
ACCEPTABLE.
6.
DIMENSIONS SHOWN VARY BASED UPON
THE MANUFACTURER. ACTUAL DIMENSIONS
SHALL BE APPROVED BY STANDARDS,
7.
VALVE BOX SECTIONS ARE REQUIRED. THE
TOP
USE OF PIPE IN LIEU OF VALVE BOX
SECTION
SECTIONS SHALL NOT BE PERMITTED.
S.
TRACING WIRE SHALL BE INSTALLED
OUTSIDE OF BOX.
9.
REFER TO STANDARDS DETAIL WA FOR
INSTALLATION REQUIREMENTS.
BOTTOM
SECTION
2014-W7 VALVESOX.dwg
JA W11 n NOTES: 1. ALL MATERIALS TO BE APPROVED BY
D AMR READING PEMBROKE
/4" ABOVE GRADE
2. SERVICE LATERAL SIZE 1" IPS
POLYETHYLENE UNLESS OTHERWISE
SPECIFIED
DrTrI�-
3. INSTALLATION SHALL
111m ua�i
12 ?
BE APSERVIPROVED BYLEMBROKE
4. WATER SERVICE LOCK VALVE TO BE
LOCATED 18' FROM SANITARY SEWER
�i
CLIN EAN
NIE DITCH. STACK WHEN INSTALLED
I1I-
�-
5. WHEN INSTALLED IN A PAVED AREA,
METER BOX TO BE SET 1/4'ABOVE
FINISHED PAVEMENT GRADES AND
PAVEME7 FEATHERED
TOP PROVIDE N AWAY FROM BOXOX
I I I�
USED
6. ITRAFFIC
N AREAS SEE WAS.
12" METER COUPLING
7• PERIMETER SOLID CONCRETE BRICK
WITH /4" FEMALE
BASE WITH NO GAPS, DO NOT LAY
BRICK ON PIPE. SEE INSET "A"
THREAD METER SWIVEL
NUT X?'4'MIPT.
8. WHERE ASPHALT CURB OR STRIP
PAVEMENT EXIST, THE LOCATION OF
1" x 7-112" SPACER FOR
BOX SHALL BE AS DIRECTED BY THE
DOMESTIC SERVICE,
ENGINEER
1" x 10-314" SPACER FOR
g, DISTANCE FROM TOP OF LOCK VALVE
IRRIGATION SERVICE,
OPERATING STEM TO TOP OF BOX
SPACER SHALL BE
SHALL BE S' MIN. TO 10" MAX:
FURNISHED BY
CONTRACTOR.
10. RESIDENTIAL METER BOX SHALL BE SET
BRICK METER BOX BASE
18" FROM R/W TO CENTERLINE OF
METER BOX PERPENDICULAR TO THE RAN.
SEE INSET'A"
11. COMMERCIAL METER BOX
LOCATION SHALL BE AS APPROVED
(PREFER NO METER BE INSTALLED
LESS THAN 5' FROM BLDG. TO EDGE
OF BOX).
18"
12. LATERAL SHALL BE CENTERED
ON LOT UNLESS OTHERWISE NOTED.
13. LATERAL SHALL NOT BE
BACK FILLED UNTIL INSPECTED BY
ENGINEER OR TOWN OF PEMBROKE
14. WATER MAIN AND LATERAL SHALL PASS
HYDROSTATIC, LEAKAG
GE AND
STERILIZATION TESTS (200 PSI).
15. BARB -TYPE FITTINGS ARE NOT
ACCEPTABLE
SPACER SHALL BE
18. SHOULD IT BE NECESSARY TO CRIMP THE
CENTERED
WATER SERVICE LATERAL. A FULL CIRCLE
PLAN IN METER BOX REPAIR CLAMP SHALL BE PLACED ON THE
• LL&J -
co�SGC TING ENG\w'e-
P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
-Telephone: [phone]
Fox: [phone]
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)ATE: 03 - 10 - 2014
)RAWN BY: JAB
'HECKED BY. JEL
SHEET TITLE:
DETAIL
SHEET
-J FI NAL DRAWINGS
RELEASE FOR CONSTRUCTION
C 14.0

0
TO FlND-E- ENTER CHART AT LEFT WITH EFFLUENT PIPE SIZE
AND ENTER PIPEATTOP WRH INFLUENT PIPE SIZE. 'E' DISTANCE
IS POINT OF CONVERGENCE OF COLUMN AND ROW.
D2
e•
12'
1S
1W
24•0
IBM
-
-
1200
13.00
-
5
W
1525162617.00-
0
17.50iB501825.000
22.00
23A0
ATS
24.50'
28.00
WHERE IS ADD ITO'E• DISTANCE TO ACCOUNT
E MO ❑ JY
FOR THE ADDITIONAL 8' OF SHELF SLOPE.
MH CONNECTION DESIGN GUIDE
N.T.S.
NOTES:
1. SEE PEMBROKE STANDARD MANHOLE AND
PIPE SLIDE, MORTAR SLIDE AND
SHELF DETAILS FOR ADDITIONAL
INFORMATION.
2. THERE' DISTANCES INDICATED ARE FOR
CONNECTION TO AN EXISTING OUTFALL
AND ARE THE MINIMUM DISTANCE
ALLOWABLE.
3 WHERE
SANITARY SEWER OUTFALLS
MAINS EBEING ENT PIPE
AND MAI ARE
THE TOP OF THEE FLUENT PIPE AND
THE TOP OF THE INFLUENT PIPE SHALL
BEAT THE SAME ELEVATION UNLESS
CONDITIONS ARE PROHIBITIVE TO THIS
PRACTICE
MAIN OR LATERAL
MIN SLOPE
4.02.00%MIN.
V Q 0.67% MINJMAIN
S' @ 2JXHL MINJLATERAL
W @ 0.40%MIN.
1T 00.22%MIN.
/5• 00.15%MIN.
11'®0.12%MIN,
DATE I REVISION
NOTES:
COMPLY WITH TERMS AND
1. ALL EXCAVATIONS SHALL T L T THE EMS
F CONSTRUCTION STANDARDS FOR
CONDITIONS OF THE
SEE PAVT PATCH DETAIL FOR EXCAVATIONS IN OSHA'SAFETY AND HEALTH REGULATIONS
T
LAST 3' OF FILL
IN PAVED AREAS
FOR CONSTRUCTION' CHAPTERHAVE
THE 29 CFR PART
IONS. THE CONTRACTOR SH
ALL
HAVE A COMPETENT PERSON
ON THE JOB AT ALL TIMES AND SHALL EMPLOYE PROFESSIONAL
D TO DENSITY
COMPACTS
PERTINENT MATTERS OF THE WORK, �P ENGINEER TO ACT UPON ALL
W� ASDETERMINED BYASTMD698
a
Ems=_u@
Fa JI 2 BEDDING MATE
RIAL QUANTITIES
BASED
ON THE FOLLOWING TRENCWIDTHS. BEDDING MATERIAL SHALL
- BE INSTALLED REGARDLESS OF PIPE MATERIAL
_
®tltlUl l �IIIM FOR 48' RCPIDI B=5', 0-5'
� FOR 42' RCP/DI B=S D=S-B'
o I BIII -N ENO- FOR 30'RWIDI B-4%001%0* '
® FOR 24' RCP/DI 8=4', Dom'-0'
®� DI FOR 1B' PVC/DI 8=3' D=3'
gg® o FOR IS PVCNI B=3', D=3
UNDISTURBED SOIL it III�� FOR 12' PVC/DI B=7, D-T-V
FOR W PVCRTI 8-W, 6 3'-0'
w
Q p 3. THE BEDDING MATERIAL SHALL BE GRANULAR, CLEAN, COARSE
BACKFILL SHALL BE PLACED IN z PEA GRAVEL, OR WELL GRADED CRUSHED ROCK
$'LAYERS AND COMPACTED w PLACED IN LAYERS NOT TO EXCEED B•LOOSE LIFTS FOR
TO 90% MAXIMUM DENSITY A6 m THE FULL WIDTH OF THE TRENCH.
DETERMINED BYASTM D698 IA12 L AND PRODUCE
I MATERIAL SHALL BE INSTALLED IN
T T F PIPE
4. BEOD NG
TO OPO
ACCORDANCE WITH THE FOLLOWING CHART TO PRODUCE
CLASS B BEDDING,
SELECT BEDDING MATERIAL FOR V PIPE.067yd3I0. OF PIPE
NO OVERAGE ALLOWED SEE FOR 12' PIPE.09ytl311L OF PIPE
0.
NOTE 4 IN
4') FOR 15. PIPE.
OF PIPE
.1 3NL OF PIPE
DW2 FOR 1S. PIPE.
3ytl
f 1
FOR 24' PIPE .15 tl3M OF RAPE
BA UNDISTURBED
Y
SUBBASE SHALL BE UNDIS U
FOR 35. PIPE.1 tl31fl.OF RAPE
SOIL WHERE SOIL IS DEEMED
SY
'PIPE 2 tl31B.OF PIPE
UNSUITABLE ABy REASPEMBROKE ERCUTEP. PIPE DIA FOR 36 Sy
AUTHORIZED AREASHALL E UNDERCUT FOR 42' PIPE.3Zyd3IB. OF PIPE
AND BACKFILLEO WITH SELECT BEDDING e FOR 46'PIPE.38ydY11.OF PIPE
TRENCH
EXTENDTO UNDISTURBED R
MATERIAL BOTTOM.
N AUTHORIZED 5. BEDDING MA
MATERIAL AREAS OT
AS CONTRACTORS
TRSEXPE RACHFILLEO SEE NOTE3182 WALLSANDBE PAID FR UNLESS
OVERAGEOF BEDDING ALLYAPROVED ERIAL
BY
AT CONTRACTORS EXPENSE WITH WILL NOT BE ARID FOR UNLESS SPECIFICALLY APPROVED BY
SELECT BEDDING MATERIAL THE PROJECT REPRESENTATIVE AND SHALL ONLY YPAID
FOR IN THE AMOUNT OF THEAUTHORRQUANTITY.
OUANT
6. BEDDING MATERIAL SHALL BE PROPERLY ROODED AROUND
THE PIPE HAUNCHES.
7. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
SEWER BEDDING NO. DATE REVISION
N.T.S.
SHAPE FLOW CHANNELTMS4'TRIOU
E TOP OF CONCRETE
3'4 HEIGHT OF OUTLET PSHELF
(1: 12 MING:I2 MAX)
SHAPE FLOW CHANNEL TO
SLOPE TOP OF CONCRETE
ARDTROUGH
Y4 HEIGHT OF OUTLET PIPEal
SHELF(1:12 MIN212 MAX) TOWARD TROUGHO
I SLOPE
+ LATERAL
(LOCATIONVARIES)
SE4L AROUND PIPE
RIND AND COVER AND SGN
ALIGN OVER INVERTOU11
B' WT
RING AND COVER AND STEPS
MGM OVER IMVERTOUT
SLIDE QUAIL FOR LATERALS
ENTERING MANHOLE.
ALSO SEE DETAIL S.4
16, THE LATERAL INVERT SHALL BE AT
THE TOP OF SHELF. AT TERMINAL
MANHOLES,THE CROWN OF THE
LATERAL SHALL BE NO LOWER
NOTES
11. INTERIOR DROP STRUCTURE REQUIRED THANTHE CROWN OF THE
1. MANHOLE AND CONNECTIONS
S. MANHOLE MEEf3ALL RED. OF
MANHOLES
WHERE VERTICAL SEPARATION BETWEEN OUTDOING SEWER MAIKUMESS
SHALL INACCORDAN7ONS
NACCORDA
SHALLB IN
INVERTS EXCEEDS 2.5T. SEE INTERIOR
OTHERWISE APPROVED BY
S. CONCRETE IS MINIMUM 4000 PSI
DROP STRUCTURE DETAIL
PEMBROKE
MANHOLE
2 BRICK USED FOR INVERT AND
COMPRESSIVE STRENGTH.
72. VERIFY SLIDE INSTALLATION
17. NO MORE THAN 4, FOUR INCH
LATERALS OR 3, SIX INCH LATERALS
SHELF CONSTRUCTION SHALL
T. MANHOLES GREATER THAN 17 IN DEPTH
WITH PROJECT COORDINATOR
SHALL ENTER A 4' DIAMETER
BE NCDDT STANDARD CONCRETE
SHALL HAVE MIN. B' EXTENDED BASE
PRIOR TO CONSTRUCTION.
TERMINAL MANHOLE NO MORE THAN
JUMBO BRICK. MEETING ASTM
B. SEE STANDARD MANHOLE DETAIL FOR
13. MANHOLE AND CONNECTIONS SHALL BE 2 LATERALS (REGARDLESS OF SIZE)
LESS
ADDITIONAL REQUIREMENTS.
SANHOLE.ALKALL ENTER LL ER
ABSORPTIONADE
THAN
ABSORPTION LESS TH4N t0
INACCORDANCEWITH PEMBROKE
LATERALS SHALL
LB-yC(RT-
9. HALL BE FOR
STANDARD
UN
(DUEL TROUGH UNLESS
HAVENINDIVI INDIVIDUAL
HAVE
SEPARATION
LESSMORTHAN I FOOT SEPAUSEDRATION
LESS
MANHOLE DETAIL.
THEY HAVER OP
DRMA
3. MATERIALL
BETWEEN INVERT OUTBINVERTOF
INVERT
I4. UMSLOPE STRUCTURE DLAMUDE
STRUCTURES' DIAMETER MANHOLES
ALL
BEOTOSEALAROUNU
PIPE SHALL BE NON -"RINK GROUT.
INCOMING PIPE
OF THE MANHOLE BE I%, UNLESS
OF THE MANHOLE SHALL BE i%,UNLESS SHALL BE USED IF THE ABOVE
4. MANHOLE SHALL BE CONSTRUCTED
10. PIPE SLIDE REO'D WHERE VERTICAL
OTHERWISE APPROVED BY PEMBROKE
CONDIMUSAREMOTMET.
OF PRECASTCDNCRETE FIBERGLASS
MANHOLE IS NOT ACCEPTABLE
SEPARATION BETWEEN PIPE INVERTS
15. WHEN EXTENDING IN FUTURE,
10. NO MORE THAN 5 LATERALS SHALL
IS GREATER THAN 1'AND LESS THAN
IS GREATER THAN
CONNECT TO EXISTINGMHPER
ENTER A S DIAMETER MANHOLE
EQUAL
PEMBROKE STANDARDS
1B. USE OF TEE-WYES ON LATERALS IS
NOTALLOWED.
REVISION
TERMINAL MANHOLE
N.T.S.
1.
Fj
(2) STAINLESS STEEL NOTES:
(2) CAM LOCKS (21 CAM LOCKS PING LIT CUL I.MANHOLE FRAME AND COVER TO BE MADE OF GRAY
ROLL
SEE DETAIL ROLL CAST IRON CONFORMING TO ASTM SPEC. A484M,
.-I'LETTERING CLASS 35,MANUFACTURED BY SAME MANVFACTURER.
COVER FACE
N.T.S.
COVER SECTION
N.TA
FRAME SECTION
N.T.S.
MANHOLE RING AND COVER
WITH WIPER GASKET 8 CAM LOCK
N.T.S.
� q ALL CASTINGS SHALL CONFORM TO THE SHAPE AND
K BARS \_! DIMENSIONS SHOWN. THEY SHALL BE CLEANAND
ETAIL ^_ PERFECT, WITHOUT BLOW OR SAND HOLES OR
\PVC DEFECTS OF ANY KIND, TENDING TO IMPAIR THEIR
STRENGTH. NO PLUGGING OR STOPPING OF
DEFECTIVE HOLES WILL BE PERMITTED,
O O 2. CASTINGS SHALL BE UNPAINTED AND SHALL RAVE
THE LETTERS'PEMBROKE-NC' AND 'SANITARY SEWER*
T LETTERS SHALL BE RAISED AND
CASTINOCIBLE. E
CLEARLY VISIBLE
V V 3. MANHOLE RING AND COVER SHALL WITHSTAND H-20
VEHICULAR TRAFFIC
-I r 1-1/4 OUL 4. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5 %
RING 165 LBS.. COVER 160 LSS.. UNIT 315 LBS,
S. PERFORATED COVERS WILL NOT BE ALLOWED.
IBBER 8
,SKET . SUPPLY SOCKET FOR TURNING CAM LOCK
CAM LOCK
MECHANISM. ONE SOCKET PER PROJECT.
CAM LOCK DETAIL 7. USE OF CONCRETE GRADE RINGS ARE NOT
M.T.S. b ALLOWED. UNLESS APPROVED BY THE PEM8ROKE
3q�$_4 - PROJECT COORDINATOR.
I
11111
B. THIS DETAIL IS ID BE USED D ALL MANHOLES
OTHERWISE
PAVED AREA$, UNLESS
OTHERWISE APPROVED.
B. REFER TO DETAIL 8.17 FOR INSTALLATION OF
SW DIA. SS ROD VENTSTO..C;OVER
PICK BAR AND
GASKET GROOVE DETAIL
N.T.S.
APPROVED GASKET MATERIAL
-
N.T.S.
4 EA WWO XS-1Q' STAINLESS STEEL BOLTS
WITH WEDGE ANCHORS. (SCORE THREADS
TO PREVENT REMOVAL) �\
CONTRACTOR SHALL REPAIR ALL SEWER LATERALS AND MAINS DAMAGED WRING
CONTRACTOR S P ALL SEWER MAW CONSTRUCTION. THE O TOR SHALL IMMEDIATELY DI REPORT
ALL
LATERAL BREAKS TO THE IMMEDIATE
PEMBROKE PROJECT COORDINATOR THE
CONTRACTOR SHALL INITIATE IMMEDIATE REPAIRS IN ACCORDANCE WITH
PEMBROKE STANDARDS.
SEWER MAINS, LATERALS, AND MANHOLES SHALL BE INSTALLED UTILIZING A
PEMBROKE APPROVED CUT -SHEET. INDICATING INSTALLATION DEPTH.
TRANSFEROF9 R SERVICES SHALL BEACCOMPLISHED AS FOLLOWS:
EWE
A INSTALL INSTALLED
1 TEST MAINS MANHOLE AND LATERALS. CLFANOUTS BROKE.SHALL
N S
BE INSTALLED 1B' INSIDE RAN UNLESS OTHERWISE IUZING T BY NECESSARY
B. CONNECT EXISTING DIREC DIRECTED
By PEMBROKE.
NEW LATERAL UTILIZING THE NECESSARY
FITTINGS ASDIRECTEDBY BEENTRA
C. AFTER ALL SERVICES HAVE BEEN TRANSFERRED TO THE NEW MAIN, THE
EXISTING ER SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH
EE REQUIREMENTS.
WHENT S7 MAIN NOT TO BE ABANDONED. THE CONTRACTOR SHALL
HE EXISTING IS N DONE .
UNCOVER THE EXISTING LATERAL AT THE MAIN, CUT AND PLUG BOTH ENDS, REMOVE
THE EXISTING CLEANLEIINOUTAND COMBINATION, AND PLUG THE LATERAL TO ABANDON
THE OLD SERVICE
SEWER PLUGS SHALL BE INSTALLED TO ELIMINATE ANY DEBRIS OR OTHER MATERIAL
FROM ENTERING THE ACTIVE SEWER SYSTEM UPON ACCEPTANCE OF THE NEW
SEWER SYSTEM, THE CONTRACTOR SHALL CLEAN THE NEW MAINS, REMOVE ALL
DEBRIS, AND THEN REMOVE THE PLUG.
SEPARATION REQUIREMENTS:
A LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL
BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER
MAINBATERAL, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT
LATERAL SEPARATION - IN WHICH CASE:
L THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF
THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF
THE SEWER MAINI ATERAU OR
6. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
MAINILATERAL WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH
OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER
MAINBATERAL
GENERALNOTES
SANITARY SEWER UTILITY
DATE I REVISION
S. CROSSING A WATER MAIN OVER A SEWER: WHEN EVER IT IS NECESSARY FORA
WATER MAIN TO CROSS OVER A SEWER MAIWLATERAL THE WATER MAIN SHALL
BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER M AINILATERAL. UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION -
IN WHICH CASE BOTH THE WATER MAIN AND SEWER MAW OTERAL SHALL BE
EQUIVALENT
OF WATER
STANDADSFWITHJOINTSTHAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
EACH SIDE OF THE POINT OF CROSSING.
C. CROSSING WATER MAIN UNDER A SEWER: WHENEVER IT IS NECESSARY FOR A'
WATER MAW 70 CROSS UNDER A SEWER MAINMTERAL, BOTH THE WATER MAIN
AND THE SEWER MAINAATERAL SHALL BE CONSTRUCTED OF OUCTEE IRON
MATERIAL AND WITH JOINTS EQUIVALENT TO WATER MMN STANDARDS FOR A
DISTANCE OF 10 FEET ON EACH S1DE OF THE POINT OF CROSSING. A SECTION
OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
D. CROSSING STORM DRAINAGE LINES: A MINIMUM OF 24-INCHES OF VERTICAL
CLEARANCE SHALL BE MAINTAINED BETWEEN A SEWER MAINAATERAL
CROSSING UNDER A STORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS
USED, IF DUCTILE IRON PIPE 13 USED, UNLESS
OTHERM OF WISE
) INCHESAPPROVED
OF
SEPARATION SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY
PEMBROKE
DATE I REVISION
NOTES
1. MANHOLE MEETS ALL RED.
5. ADROP STRUCTURE SHALL BE
OF ASTM C476.
PLACED WHERE PIPE VERTICAL
2 CONCRETE IS MINIMUM 4000 PSI
SEPARATION BETWEEN INVERTS
EXCEEDS 2SP. USE F DIAMETER
COMPRESSIVE STRENGTH.
3. MATERIAL USED TO SEAL AROUND
PIPE SHALL BE NON -SHRINK GROUT.
MANHOLES WHEN DROP STRUCTURES
ARENEEDET.
S. H EXCBASE TIONSECT ON, HE
4. MANHOLESHALLC CONSTRUCTED
OF MANHOLE IS CON CRETE.ABERGLASS
MANHOLE IS NOT ACCEPTABLE.
• Q�
A OLE AL
MANHOLE
OTHER EBA5ELS,INSN ALL
OTHER MATERIALS, INSTALLATION
AND CWORKMANSHIP WITH T EBE
S ACCORDANCE WITH THE STANDARDS
STANDARD MANHOLE DETAILS,
[7�7
7. DOGHOUSE MANHOLE SHALL BE
OF LEAKS AND HAVE NO SIGNS OF
FREE
®
VISIBLE LEAKAGE.
S. MANHOLES GREATER THAN 12' IN
DEPTH
SHALL HAVE MIN. B• EXTENDED BASE.
//
\\ 9. SEE STANDARD MANHOLE DETAIL
ADDITIONAL REQUIREMENTS.
FOR
DOGHOUSE MANHOLE NO. DATE REVISION
N.T.S.
PIPESIZESI
MANHOLE SIZE
MIN. WALL THICKNESS
I MIN. REINF. STEEL
I MIN. BASE THICKNESS
21'BLESS
4VOIAMETER
I S
ASTMA.1850.12SQJW.
I B'
6W DIAMETER
I B•
ASTMA-850.55 AN
8•
4
ASTMA-1850.15SOJIN.
S'
MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO
REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT
ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO W DIAMETER.
CAST IRON FRAMER
COVER SEE DETAIL
FLEXIBLE BUTYL RESIN
MAX. 3 4' 2 W. OR
SEALANT OR RUBBER GASKET
1 MANUFACTURER C R INSTALLED POLY
()
25;TGROUT
MAN E
JOINT.
SEE PROPYLENE COATED
STEP OVER INVERT
SEAL INSIDE AND OUTSIDE OF OUT SEE STEP DETAIL
JOINT WITH FAST SET MORTAR
SMOOTH FINISH
LIFT HOLES THAT EXTEND THRU THE
WAL SHALL BE SEALED WITH
NON -SHRINK GROUT. LIFT HOLES THAT
HAVE PVC CAPS THAT 00 NOT EXTEND
THRU THE WALL SHALL NOT RECUIRS
SEALANT.
CONIC. BRICK AND MORTAR INVERT
PLACED IN FIELD TO 314 HEIGHT OF
OUTLET PIPE. SEE SHELF DETAIL.
REINFORCING SEECHARTABOVE
SEE NOTE 3
8- MIN. COMPACTEO N057
STONE
I SURGRAOE
NTRANCE WITH NONSKRINK
ROUT.
STANDARD MANHOLE
M.T.S.
SIDE'
STRUCTURE STEP
N.T.S.
OFRING
ONC. GRADE RING MAX. 13)
4•, (2) 8' OR (1) 2. SEE NOTE
12,
LIFT HOLES
MEAL AROUND PIPE
EE SHELF DETAIL
FLEXIBLE EPDM RUBBER
BOOT
TTARY SEWER (OUT)
0
FLE577 STONE
DATE I REVISION
NOTES:
VT GRADE SO
1. COPOLYMER POLYPROPYLENE PLASTIC
STEEL REINFORCEMENT
STEP SHALL BE PLACED 16' O.C.
IN ALL STRUCTURES B DEPTH OR
GREATER.
2. STEPS SHALL BE INSTALLED BY
MANUFACTURER AND SHALL BE
ALIGNED OVER STRUCTURE INVERT
OUT.
3. DIMENSIONS SHOWN T ARE O
THE DESIRED SIZE STEPS
THE STEP.STEPS
STEP.
SECTION "A -A"
D CONSTRUCTION
OF SIMILARACCEPTABLE
MAY ACCEPTABLE PROVIDED
RI SUBMITTAL IS APPROVED
BY PEMB0.0KE
BY PEMBROKE.
4. MATERIALS OF CONSTRUCTION
RUC ION AND
METHOD INSTALLATION SMALL IN
N WITHOSHA
ACCORDANCE WITH O$RA STANDARDS
R
AND ASTM C478.
SERRATED TREADS WIDE ENOUGH TO
ISOMETRIC VIEW OF STEP
INO.1 DATE I REVISION
2D14SS STEP.t
1.
CONTRACTOR SHALL REPAIR ALL WATER LATERALS AND MAINS DAMAGED DURING
CONSTRUCTION. THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN
IL THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
AND LATERAL BREAKS TO THE PEMBROKE PROJECT COORDINATOR. THE
MAINRATERAL WITH THE WATER MAIN LOCATED AT ONE SIDE ON BENCH
CONTRACTOR SHALL INITIATE IMMEDIATE REPAIRS IN ACCORDANCE WITH
OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF
PEMBROKE STANDARDS. CONTRACTOR SHALL NOT OPERATE PEMBROKE WATER
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER
MAIN VALVES WITHOUT PEMBROKE APPROVAL AND SHALL COORDINATE ALL VALVE
MAINMTERAL.
CLOSINGS WITH PEMBROKE.
B. CROSSING A WATER MAIN OVER A SEWER: WHENEVERIT IS NECESSARY FORA
2.
THE CONTRACTOR SHALL NOT USE IDOLISE HOSE BIBS OR OTHER METHOD OF
WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL
SANYEDIMENTS
F CONTAINING SEDIMENTRAC HIGH
BLOWLEVEL
T SUCH OTTO OF
E BOTTOM
TTHEEWERMOFTHEWATER MAIN
BEST
CHICH LORINE TO PASSDOMESTICWSIDE
SOF
LEVELSONSIBLRINE RESIDENTS TRACTORSR
18 INHESABOVE THE TOP OF H MAIN RAL,ULESS LOT
LEACONDITIONS ARRIETHEEVENT
AGESTHRU L. WING*CHE
ALL DAMAGES
BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM LOW
ROMALLOWINGTER TO
SUCINS O AL TO
NSOR AN18 INCH ATION-LOCAL
AL SEPARATION IN
ANISEWER
EWATER
ENTPLUMBING HEATERS,
SUCH AS WATER HEATERS, STAINED
STAINED
WHICH CASE THE WATER MAIN AND
WHICH BOTH THEMAIN MATCALSWL MALL B
MIAIUMTERALSHALL BE
THING, CLOGGED
DSCREENSV ETC.
CLOTHING, CLOGGED SCREENS, ETC.
ON IN A
DUCTILE IRON IN ACCORDANCE WITH PEMBROKE REOUIgEMENT3.
PEMBROKE
3.
WATER MAINS AND LATERALS SHALL BE INSTALLED UTILIZING A PEMBROKE
C. CROSSING WATER MAIN UNDER A SEWER: WHENEVER IT IS NECESSARY FORA
APPROVED CUT-SHEETINDICATING INSTALLATION DEPTH.
WATER MAIN TO CROSS UNDER A SEWER MAINMTERAL, BOTH THEWATER MAIN
AND THE SEWER MAINILATERAL SHALL BE DUCTILE IRON IN ACCORDANCE WITH
4.
TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:
PEMBROKE REQUIREMENTS. A FULLJOINT OF DUCTILE IRON PIPE SHALL BE
A.INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS. LATERALSSHALLSE
INSTALLED ON THE WATER MAIN CENTERED AT THE POINT OF CROSSING.
INSTALLED IV INSIDE RNV UNLESS OTHERWISE DIRECTED BY PEMBROKE.
B. TRANSFER EXISTING METER TO NEW METER BOX AND TIE NEW WATER LATERAL
D. CROSSING STORM DRAINAGE LINES: AMINIMUM OF 12-INCHES OF VERTICAL
TO EXISTING DOMESTIC SERVICE UTILIZING BRASS FITTINGS. SAME METER
CLEARANCE SHALL BE MAINTAINED BETWEEN A WATER LINE CROSSING OVER
NUMBER SHALL BE INSTALLED ON SAME ADDRESS AND/OR CUSTOMER. BLOW
STORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS USED. IN ADDITION,
OFF SERVICE AT HOSE BIBS ON HOUSE ONLY AFTER METER HAS BEEN
TRANSFERRED.
THREE AND A HALF (3.5) FEET OF COVER MUST BE MAINTAINED OVER THE
WATER MAIN OR 1T SHALL BE DUCTILE IRON. IF DUCTILE IRON PIPE IS USED
C. AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM, SHUT OFF VALVE
THEN TWO AN A HALF(2.5) FEET OF COVER MUST BE MAINTAINED OVER THE
ON EXISTING SYSTEM AND ABANDON EXISTING MAINS IN ACCORDANCE WITH
WATER MAIN AND A MINIMUM OF CINCHES OF VERTICAL CLEARANCE$HALL BE
PEMBROKE DETAILS.
MAINTAINED BETWEEN THE WATER MAIN AND THE S70RM DRAINAGE LINE.
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF EXISTING
WHERE A WATER MAIN CROSSES UNDER A STORM DRAINAGE LINE THE MINIMUM
METER BOXES.
OF TWELVE (12) INCHES OF VERTICAL SEPARATION SHALL BE MAINTAINED AND
THE WATER MAIN SHALL BE DUCTILE IRON FOR A DISTANCE OF ID -FEET ON
S.
WHEN MAIN IS MOTTO BEASANOONED, CONTRACTOR SHALLVNCOVER OLD
EACH SIDE OF THE CROSSING.
CORPORATION AT MAIN, CLOSE AND PLUG CORPORATION To ABANDON OLD
SERVICE.
S.
SEPARATION REQUIREMENTS:
A LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL BE
LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER
MAINAATERAL UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A IGFOOT
LATERAL SEPARATION- IN WHICH CASE
1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF
THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF
THE SEWER MAINILATERAL. OR
WATER UTILITY NOTES
NO.
DATE
REVISION
NOTES:
13.
CONCRETE GRADE RINGS SHALL NOT BE USED FOR ABOVE
I.
PRECAST REINFORCED CONCRETE MANHOLES SHALL BE IN
GRADE ADJUSTMENTS (Le.. OUTFALL AREAS). USE OF GRADE
ACCORDANCE WITH ASTM CAM
RINGS ARE ALLOWABLE IN YARD AREAS AND PAVEMENT. WHERE
THE RING AND COVER ARE AT GROUND LEVEL.
2.
MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 4WD PSL
14.
THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE
3.
MANHOLES GREATER THAN I7DEPTH SHALL RAVE MINIMUM W
SHALL BE I%, UNLESS OTHERWISE APPROVED BY PSM13ROKF
EXTENDED BASE
IS.
THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOINT AT
4.
FLEXIBLE BUTYL RESIN JOINT SEALANT SHALL BE IN ACCORDANCE
THE CONE. SHALL BE SEALED ON THE OUTSIDE BY AN APPROVED
WITH ASTM CM. RUBBER GASKET JOINTS SHALL BE IN
JOINTWRAP. THEWRAP SHALL BE IN ACCORDANCE WITH
ACCORDANCE WITH ASTM C443.
PEMBROKE SPECIFICATIONS. cAno L.
S.
FLEXIBLE EPDM RUBBER BOOT CONNECTORS SHALL BE IN
16.
MANHOLE BOOT FOR 4-INCH T L SHOULD
N HNC ERA 8.
WITH A
ACCORDANCE H ASTM CB2RESSIO
T TOA N
INTOMANHOLE,
NECESSARY TO IN6TALLA/JNCHLA LATERAL MA HOLE,7HE
DTAKECTURER
RING AND CLAMP.
WITH STAINLESSCONNECTION
STEEMAIN
RUBBER THAT SHALL BE
LATERALE INSERTEDByUTILIZING
SHALL BE By CONTRACTOR WITH
ONNETIONTO MAIN SHALL BE BY CONTRACTOR WITH
CONNEC
TO THE CORE HOLED ILN
SECURELY ENEDT
YFA
STAINLESS STEEL PIPE CLAMP:
S STEEL
STAINLESS STEEL SAND TRATIV USING AC
STEEL JACK
TORQUE WRENCH (DIRECT NDARD
BOTH STANDARD SIZE AND
). ROTH STANDARD AND
B.
CONNECTIONS TO EXISTING MANHOLESNGAX HALLBOOT BE BY
STEP DOWN BOOTHSARE LOWED TORQUE WRENCH SHALL
INEWERNYSTEM. BOOT CONNECTOR. DO
CONNECTOR.
MANHOLEANDDEBRIS
MANUFACTURER. OTHER TYPE BANDS
BE SUPPLIED BY THERIN
NOT ALLOW DEBRIS TO ENTER SYSTEM.
OR METED. SECURING THE BOOTTO THE MANHOLE SHALL BE
THE13 0TTO
ACCEPTED.
T.
SETTING. ONSHRI GROUT DIN
MORTAR SHALL BE OVICKS IN N GR U E
ACCORDANCE WITH MANUFACTURE0.'6 RECOMMENDATIONS.
M NS.
FOR FOUR INCH SOIL 28 LATERALS. THE PIPE OUTSIDE
R
DIAMETER RANGE OF THE SOOT SHALL BE 351NCHE5 T0426
B.
SHALL AG]BAND
MANHOOSHAR REPS
INCHES. -
WITH INVCE EITH RT OUT.
OSHA REGULATIONS. ALIGN STEPS WITH INVERT OUT.
REGULATIONS. ALIGN
HOUCTR LATERALS. E PIPAS OR SIDE
FOR FOUMETER
9.
NOT ALLOWED. STANDING WATER IN
INVERTSMANHOLE
DIAMETER RANG BOOT EITHER VCO
HE BOOT SHALL EITHER BEES FOR VC OR
INVERTPRECAST
13
INVERT OF M4NNOLE IS NOT ACCEPTABLE.
TO 4. 1 IN
4.25 INCHES TO dS11NCHEb.
10.
VERTICAL DROPS BETWEEN THE INFLOW PIPES AND OUTFLOW
IN ALL CASES. THE BOOT SHALL BE TIGHTENED ON THE LATERAL
PIPES SHALL REQUIRE THE FOLLOWING.
BY MEANS OF A SINGLE STAINLESS STEEL STRAP.
A GREATER THAN 2-V SEE DROP STRUCTURE
DETAIL (MIN. T DIAMETER MH REQUIRED).
THE LATERAL INVERT SKALL BE AT THE TOP OF THE SHELF.
S. 1' M 25 SEE PIPE SLIDE DETAIL.
C. LESS THAN V SEE MORTAR SLIDE DETAIL
17.
NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS
$HALL ENTER A W DIAMETER TERMINAL MANHOLE. NO MORE
11.
AN ECCENTRIC CONE SHALL BE UTILIZED ON ALL MANHOLES,
THAN 2 LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL
UNLESS OTHERWISE APPROVED BY PEMBROKE.
OTHER 4' DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN
INDIVIDUAL TROUGH. S'DIAMETER MANHOLES SMALL BE USED IF
12..
INVERT ON PLANS IS TO MANHOLE CE W ERLINE.
THE ABOVE CONDITIONS ARE NOT MET.
18.
NO MORE THAN 5 LATERALS SHALL ENTER A S DIAMETER
19.
USE OF TES-WYPS ON LATERALS 19 NOT ALLOWED.
20.
ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE
WITH PEMBROKE STANDARDS.
NO.
DATE
REVISION
STANDARD MANHOLE
1V MIN. HORIZONTAL WATER MAIN
SEPARATION BETWEEN WATER IV M HORIZONTAL IN. HO IZ ET AL
AND SEWER 00 TO OD SEPARATIONBEMOD WATER
EXISTING
AND SEWER OD TO 00
UNDERGROUND
GA ELECTRIC WATER MAIN
16' MINIMUM SEPARATION
CLEANOUI SHALL D SET
EXISTING STORM DRAIN
jI�E% �-
I
BETWEEN BOTTOM OF WATER TO ELEV.INOICATED ON PLANS OA9
AND TOP OF SAN SEWER, D 1 EX UNDERGROUND
1F[ELECTRIC
OTHERWISE BOTH THE
CROSSING IN ACCORD WITH
LATERAL 8 WATER MAIN SHALL REQUIREMENTS FOR UNDERGROUND
BE III. IF WATER MAIN IS DI. ELECTRICAL CROSSINGS Fy
ONLY MANE SS LATERAL DI. II CROSSING IN ACCORD WITH
S N REQUIREMENTS FOR UNDERGROUND
ELECTRICAL CROSSINGS
24' MINIMUM SEPARATION EXISTING 1B' MINIMUM SEPARATION
BETWEEN BOTTOM OF STORM STOW DRAIN BETWEEN BOTTOMOF GAS 3�lER ��CLEANOUTSHALL BE SET
AND TOP OF LAN SEWER, AND TOP OF SAN SEWER IN TO ELEV. INDICATED ON PLANS
OTHERWISE LATERAL SHALL
8E D.I.
BETWEEN
ETWE NB SEPARATION IVMINIMBETWEEN
BOTTOM
OF ON
GA
BNDTOPO SAMSE ER. BETWEEN BOTTOMWGAS
AND TOP OF SAN SEWER, AND TOP OF SAN SEWER
OTHERWISE, BOTH THE 24'MINIMUM SEPARATION
LATERAL S WATER MAIN SHALL SEPARATION
E MIN.HORIZONTAL BETWEEN STORMAND
1SE
WATER MAIN MAINANDSE ERODTOOD WATER RELY MAKE
LATER L01. TOPER SAN.SEWER.BEER, OTHERWISE
AND SEWER OD TOOD � GAS ONLY MAKE SS LATERAL DI. LATERAL SHALL BE 0.1,
EXISTING 1. ALLVERTICALAND HORIZONTAL SEPARATION SHALL BE IN
UNDERGROUND ACCORDANCE WITH STATE REGULATIONS.
ELECTRIC
2. THE SKETCHES SHOWN ARE FOR INFORMATI
ONAL I NAL PURPOSES
CLEANOU75HA B SHALL BE 78'MINIMUM SEPARATION ONLY. N .
BETWEEN BOTTOM OF WATER TO ELEV. INDICATED ON PLANS
AND TOP OF SAN SEWER. 3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL EXISTING
OTHERWISE, BOTH THE UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT EACH
LATERAL S WATER MAIN SHALL CROSSING IN ACCORDWITH
ITH CROSSINGPRIORCLEARANCES
CESAREMAINTAINED.
D. T
SD
CONSTRUCTIONLATERAL TO INSURE
RELY IFWATER MAIN IB D1. REQUIREMENTS S UN 0 R UNDERGROUND PROPER CLEARANCES ARE MAINTAINED.
ONLY !MIME $S LA7ERALDI. ELECTRICAL CROSSINGS 4. ALL PIPE SEND LOCATIONS AND MAX. NUMBER OF BENDS
SEWER INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT
MAIN COORDINATOR PRIOR TO INSTALLATION OF BEND OR EXTENDING
EXISTING IW MINIMUM SEPARATION THE LATERAL FROM THE MAIN.
STORM DRAIN BETWEEN BOTTOM OF GAS
AND TOP OF SAN SEWER 5. ALL REOUIREMENTS FOR SEWER LATERAL NOTESAND DETAILS
24'MINIMUM SEPARATION SHALL BE APPLICABLE.
BETWEEN BOTTOM OF SEWER 6, REFER TO UNDERGROUND ELECTRICAL DETAILS FOR
AND TOP OF BE DI. STORM, OTHERWISE
SHALL
LATERAL SHALL BADDITIONAL INFORMATION WHEN CROSSING UNDERGROUND
ELECTRICAL FACILITIES.
SEWER SERVICE LATERAL NO. DATE REVISION
UTILITY CONFLICT SEPARATION
7. WATEROUTAGE3: THE CONTRACTOR S14ALLSCHEOULEA COORDINATION MEETING THE CONTRACTOR SHALL COMPLETE THE REQUIRED WORK AND RESTORE WATER
W TH THE PEMBROKE PROJECT P COORDINATOR YPLAN PROJECT AMINIMUM SERVICE WITHIN THE GIVEN TIME PERIOD FOR (THIN TAGESHOULU THE
O THREE (3) ORDINATION MEETING
$HLL IOR TOBE CONDUCTED
UCTED PRIOR
OUTAGE. THE CONTRACTORFAILCO TOSSIONSHALL COMPLETE
ALLA WORK PENALTY
OF SWTTEO TIME, THE
COORDINATION gnON MEETINGSHALL TRACTOR SHALL LOCATE
TOAERTICA LY BEING PUBLIINTERVAL
LORACOMMILION THEREOF UNTIL
TIL WATER STYOF55W PETORED. TE
THIS
HORIONTALLYONYUTILITES WITHIN THE WORK
AREA.
IN ACCORDANCE
INTERVAL WILL
ANY PORTION FROM
CONTRACTOR'S
R'S ICE IS PAY APPLICATION
OR
HORIZONTALLY) ANY UTILITIES W I N7ALL IU (THIN THE WORK AgEA IN ACCORDANCE WITH Y) PENALTY WILL BE DEDUCTED FROM THE CONTRACTOR'S MAY
BE WAIVED FOR
BE
THESE CT DOCUMENTS.
L CONTRACT M NED PRIOR
COORDINATION WITHIN THE BILLED DIRECTLY BEYOND THE CONTRACTORS
O CONTRACTOR. THE ORS CONTROL,
L,AS DEEMED
T
WORKLLBEb DETERMINED
AREA BHA ET NED PRIOR TO THE COORDINATION MEETING. ANY PUBLIC WORKS
COMMISSION.
N. THEP PEMBROKE
COO COORDINATOR
AND/
HE
CONFLICTS ANDA DEPENDING WORK ANDAME NY CONFLICTS
UTILITIES SHALL BE PUBLIC WORKSCOMMISSION. THEPEMBROKE PROJECT COORDINATOR AND/OR
IDENTIFIED, ANDA PUN FOR RESOLVING ANY CONFLICTL SHALL BE PRESENTED. ME PROJECT
PURPOSE OF THIS COORDINATION MEETING IS TO ENSURE THAT THE CONTRACTOR ENGINEER RESERVE THE RIGHT TO CANCEL OR POSTPONE THE OUTAGE AT ANY
HAS A GOOD UNDERSTANDING OF THE REQUIREMENTS RELATED TO THE PENDING GIVEN TIME, IF DEEMED NECESSARY.
OUTAGE, VERIFY THAT THERE ARE NO UTILITY CONFLICTS THAT WILL PREVENT THE
WORK FROM BEING COMPLETED, ALL EQUIPMENT IS IN GOOD WORKING ORDER,ALL
EQUIPMENT IS FUNCTIONAL. ALL MATERIALS ARE ON SHE, ALL NECESSARY TOOLS
ARE ON SITE, DISCUSS ANY NECESSARY CONTINGENCY PLANS, AND ANY OTHER
ITEMS NECESSARY TO ENSURE THAT THE PUBLIC WORKS COMMISSION HAS
CONFIDENCE THAT THE WORK CAN BE ACCOMPUSHEO WITHIN THE GIVEN TIME
PERIOD. SHOULD, FOR ANY REASON, THE PUBLIC WORKS COMMISSION DEEM THAT
THE CONTRACTOR IS NOT PREPARED FOR THE PROPOSED OUTAGE, THE OUTAGE
NOTIFICATIONS WILL NOT BE DISTRIBUTED AND THE OUTAGE SHALL BE POSTPONED
A MINIMUM OF TWO (2) WEEKS. THE PUBLIC WORKS COMMISSION WILL PROVIDE
WRITTEN NOTIFICATION TOTHE CONTRACTOR OFTHIS DECISION. NOADDmGNAL
CONTRACTTIME WILL BE GRANTED FOR THIS DELAY, SHOULD THE CONTRACTTIME
EXPIRE WITHIN THAT TWO (2) WEEK PERIOD, THE PUBLIC WORKS COMMISSION
RESERVES THE RIGHT TO ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE
CONTRACT DOCUMENTS,
ONCE OUT NOTIFICATIONS COORDINATION
AGE CATIONS PEMBROKE
PROJECT
ROJ CTCO COORDINATOR
FOLLOW-UP
PROJECTE GI EERS MEETING "IN BE THEEPEMINIMU OF24HOURS PRIOR TOR AND
PROJECT ENGINEER OUTAGE. THEPU HELD A MINIMUMEE INHOURS PRIOR T HTHE
ATT
CONTRACTORSCHEDULED ISPREPARED
RRE TO PROCEEDOSE OF WITH
MEETING OUTAGE,
VERIFYTTATTHE
CONTRACTORILEREPAREOTOPROCEED WTHE IN OUTAGE ANDTHATALL
PROJECT SI,MATERIALS,TOOLS,AND ALL OTHER THE PUBLIC
ON THE
PROJECTSITETHAT
HE G. CONTRACTOR FOR ANY
19REASONNOTPREPARED. THE
WORKS
COMMISSION DEEMS THAT RIME CONTRACTORM NOT PREPARED, THE OUTAGE
SHALLSE TION.POSTPONEDUTAGECUSTOMERSIMMEDIATELYIMUMOF OF THE
CANCELLATION. THE OUTAGE SHALL BE POSTPONED A MINIMUM OF TWO (2) WEEKS,
BE ADDITIONALR THIS DELAY SWILL
BEG(2)WEEK PE THIS DELAY. PUBLIC
WO KS COMMISSION
RESIME ERVES THE RINTHAT
TWO SS WEEK PERIOD, THE PUBLIC WORKS D INTHESE CONTRACT
THE MENT& O
ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE CONTRACT DOCUMENTS
WATER UTILITY NOTES
DATE I REVISION
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
%_OCKLEAR
,Ly�'PR Q""9
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. LL&J 0
c TING EN'j"
P.O. Box 3119
114 West 3RD Street
Pembroke, NO 28372
Telephone: [phone]
Fax: [phone]
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DATE: 03 - 10 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
SHEET TITLE:
DETAIL
SHEET
SHEET NUMBER
C 15.0

J'OCKL,'
�1R
10.0' WIDE (MIN,)
LITTORAL SHELF WITH
WEIWHD PUNTING
CONSTRUCTION
10.0' WIDE (MIN.)
SEED & MULCH EMBANKMENT
SPECIFICATIONS
TOP OF EMBANKMENT ELEV. F
10'
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT
B. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL-
,
" ' •\ EMERGENCY SPILLWAY ELEV, E
OF ALL VEGETATION AND MAT. REMOVE ALL SURFACE
GRADED MIXTURE OF STONE WITH SIZE 9 INCHES
ALUMINUM
SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND
AMOUNTS
(CLASS B E IS
CONTROL STONE IS RECOMMENDED)
E
COMO.ANTRASH
t INSTALL SLOPE PR07ECTION MAIMING
STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL
AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY
MAXIMUM S
RA
oEwceanoTRASHRACK
SPILLWAY o
ON SLOPES STEEPER THAN 6:7
OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL
BE MACHINE PLACED AND THE SMALLER STONES WORKED
3
AREA.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE
INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD
BE HARD, ANGULAR AND HIGHLY WEATHER RESISTANT.
3
�1
SPILLWAY CREST = D
-
ENSURE THAT THE STONE SPILLWAY OUTLET SECTION
b
a' CONCRETE BOX RISER
-.
OF R0015, WOODY VEGETATION, ORGANIC MATTER AND
OTHER OBJECTIONABLE MATERIAL PLACE THE FILL IN UFTS
EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT
VEGETATED SHELF
to'
ELEV.- 153.0
Fs-5.0'�-I
i
DIAL ORIFICE- G�
COMPACTED FILL
NOT TO EXCEED 9 INCHES AND MACHINE COMPACT OVER
UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET
11
I
I
ORIFICE ELEv= H
FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
VELOCITY IS ACCEPTABLE FOR THE RECDVING STREAM. KEEP
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT.
THE EDGES OF THE STONE OUTLET SECTION FLUSH WITH THE
PROTECT THE CONNECTION BETWEEN THE RIP -RAP AND THE
SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE
-a-
SOIL FROM PIPING BY USING FILTER FABRIC OR A KEY WAY
THE OUTFLOW STREAM.
SEDIMENT FOREBAY
MAIN POND
CUTOFF TRENCH BETWEEN THE RIP -RAP STRUCTURE AND THE
10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS
RIP -RAP LINED WEIR
6' HOPE Pvc
SOIL
LOCATE BYPASS CUTLEIS SO THAT FLOW WILL NOT DAMAGE
HARDENED BOTTOM
HARDENED BOTTOM
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST
THE EMBANKMENT.
BOTTOM - A
BOTTOM OF POND ELEV. = B
OF THE SPILLWAY TO FACIUTATE SEDIMENT CLEANOUL
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS
GEOTEXTILE CURTAIN
r CONC. ANTI -FLOTATION DEVICE J
GEOTEXTILE CURTAIN 3D' O.C.
S. ALL CUT AND FILL SLOPES SHOULD BE 2 1 OR FLATTER.
ABOVE THE WET DETENTION BASIN AND DOWNSTREAM FROM
' ' .. •'v+
6. ENSURE THAT THE STONE SECTION OF THE EMBANKMENT HAS
THE TRAP IMMEDIATELY AFTER CONSTRUCTION.
SEAM
A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE
12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO
.OUTLET PROTECTION APRON
OF 1: 1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY
SEDIMENTEANOUT HaIlf THE
EL VNT
SLOPES
ECTIO
DTHE EPTH) ON ANB AND INE FlDESIGN
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM
'
31
I18 5/16 18 5/16
1� 1 1 /8I
34 1/4
37 -
44 -
_T1
I
23 3/4 9 7/8
1 1/2 --
21 1/4
31
NOTES:
1- MATERIAL:ASTM-A48 CLASS 35B
GRAY IRON.
2- FRAME WT: 290 LBS. APP.
_ 3- GRATE WTI: 120 LBS. APP. EA.
5 1/4
tf VS. FOUNDRY & MFG, CORP.
& MEDLEY, FLORIDA
USF 5113 FRAME & 6194 GRATE
I 12,
FILTER FABRIC SHALL BE A NON -WOVEN GEOTEXTILE WITH
PROPERTIES EQUAL TO AMOCO 4551 OR MIRAFI 140N. GETEXTILE
CURTAIN SHALL BE SECURELY FASTENED TO PIPE WITH STAINLESS
STILL STRAPS AND HARDWARE. CURTAIN SMALL NOTED OTHERWISE
CURTAIN MAY BE CUT ON TOP SIDE OF PIPE ONLY TO ALLOW
CURTAIN TO BE WRAPPED AROUND PIPE
GEOTEXTILE CURTAIN
N.T.S.
SEDIMENT SWILL BE REMOVED FOLLOWING STABILIZATION OF SITE
AND DETENTION POND SHALL BE FINE GRADED TO FINAL CONTOURS.
DATA BLOCK
EMBANKMENT SH4LL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
VEGETATION, ROCKS AND OTHER OBJECTIONABLE MATERIAL SCARIFY SURFACES BEFORE
PLACING FILL PLACE FILL IN 0-13" LOOSE UFM. COMPACT TO AT LEW 95X OF
THE STANDARD PROCTOR DENSITY.
EROSION CONTROL BASIN DETAIL
N.T.S.
TOP OF EMBANKMENT
EMERGENCY SPILLWAY SECTION
BAS!14
DRAINAGE
A RES
DENUDED
ACRES
(025)
BASIN VOLUME
BASIN SURFACE
AREA
CLEANOUT
DEPTH (FT.)
A
(FEET)
B
(FEET)
C
(FEET)
D
(FEET)
E
(FEET)
F
(FEET)
G
(IN.)
H
(FEET)
J
(H x W x D)
(CUBIC
(CUOVDFD)
RES Ui�j
PHovivLD
1
4.41
26.90
8,370
B,6I3
j, , B
2.25
150
149
153.5
154.75
1 155.00
156
1 .3
1 S 5
88' x 8' x 8"
2
2.84
20.30
61318
7,35811
2.25
150
1 149
153.5
154.75
1 155.00
1 156
1 3
1152.50
8' x e' x B".
FAI
38 _ 10 1
7x11/a
OPENINGS
O O
too
t� o 9 1/4 R.
35 3/4 00000000000 25
�����5 MAX. 23 1/221 R. 35 3/4
�����
00000000000
1 1/2 -
1 MAX 3 3/4
CHANNEL
INSTALLATION
1211(30cmi.
Earth
EARTH ANCHOR (EA)
4"-61'
DETAIL
1R,
(10 -15cm) /
/
[
r,plm/SMhm („
1. Prepare Sall before installing TRM,
611
ISem
( )
_
Including any necessary application of
(15cm)
Ilene, se fertilizer, and ed.
2. Begin at the lop of the channel by
-
-
/
Earth
E
Earth
anchoring the TRM In a 6' (16 cm)
deep x 6' (15cm) wide trench with
/
approximately 12' (30 cm) of TRM
extended beyond the up -slope puritan
n
of the trench. Use ShoreMax mat at
(16"
®
the channeborllvert outlet as
supplemental scour protection as
needed. Anchor the TRM with a row of
Earth
staples and anchors approximately 12"
.1
•�' it
s
l
�• Anchor
(30 on) apart In the bottom of the
trench. Backfill and compact the
bench after stapling. Apply seed to
' ''�Y�
a /�%
ap7pl5bkm
compacted soil and fold remaining 12"
• t
s_ a_- a
(30 cm) portion of TRM back over seed
and compacted suit. Secure TRM over
T i
soil with a row of staples and anchors
III
k 3 �
��_
llJ\
Earth
P eWidt oft 12 3. an
spaced Y ( )
across the width oftheTRM.
III
Anchor
3. Roll center TRM in direction ofwater
flaw In bottom of channel. TRM will
unroll With appropriate side against the
•' •
F,
©
Sall surface. Ali TRM must be securely
fastened to soil surface by placing
y t
I
staples and anchare In appropriate
locations as shown In the fastener
IIIIII
patters guide.
4. Place consecutive TRM end -over -end
(shingle style) with a 4'- 6* (10 con-15
III -III
-III-
-I I-I=1 I I� I I -I I
(5-12.5cm)
doubleof
I
staples staggered 4• orsn apart"
III -I
I -III -I I- -rff1 _-_ -- I-III-1
I I -I I I� I I
4' (10 cm) on center to secure TRM.
-
1 r
- - - - - - - -
- - -
5. Full length edge of TRM at top of side
slopes must be anchored with a row of
staples and anchors approximately 12'
(30 cm) apart In a 8" (15 an) deep x 8-
4"(10cm
(15cm)wide bench. Backlll and
Earth
compact the trench after stapling.
Anchor
S. Adjacent TRM must be overtopped
approximately 2'. 5' IS cm -12.5 cm)
6"
411(1 Ocm)
•
ing on TRM type) and
(15cm
fastened.
7.In high flow channel applications, a
staple check slot In recommended at
® Staples/Sink
30 to 40 fool (9 In -12 m) Intervals.
Use a double raw of staples staggered
4' (10 cm) apart and 4' (10cm) on
Drawing Not To Scale
center over entire width of the channel.
0. The temdnel and of me TRM must be
anchored with a row of stakes and
CHANNEL
LINER
INSTALLATION
anchors approximately 12' (30 am)
apart in a S' (15 cm) deep x 6* (15 cm)
wide trench. Backflll and compact the
NTS
bench after stapling.
I 26 NOTES. 6 1/4
1- MATERIAL: ASTh4-A4B CLASS
35B GRAY IRON.
2- FRAME WT: 270 LBS. APP,
3- GRATE WT. 180 LIPS. APP.
I--27 138/4 I J U.S. FOUNDRY & CORP.
`� MEDLEY, FLORIDA
F USF 5154 FRAME & 6283 GRATE
ROLL TYPE CURB
A3175 A
no tar liver cur vnner
I IS ZLL1
JJ 4,?`f3
Z-4,s38 8,9/S
CHANNEL
® ®
INSTALLATION
V"V- 2"-s" 2--S" V• S-'
(Sisson (6-13•Son) (B12son (5-IZSem) Load
Plate
EARTH ANCHOR (EA)
_•
3' l Tend°
( m) (s. m)
DETAIL
(I, m p. m
1. Prepare sob before Installing TRM,
33'
including any necessary application of
(Ira) I Ls• 11m)
time, fertilizer, and seed,
I Ia3m) �f`cS
2• Be gin at the to of the channel by
�c
anchoring the TRM in a a' (15 cm)
33' p�'
�
deep x B' (15cm) wide bench with
(Ira) Anchor Bead e>
approximately 12" (so cm) of TRM
• (Load-L.ech
extended beyond the up -slope portion
Pwiasn
• • )
Earth Anchor
of the bench. Use ShoreMaz met at
the channellculvert outlet as
0.7 Anchors per BOND. 1.15AnNOrs per SO.YD. Detail
supplemental scour protection as
10.8 Anchma per fill. M.) (1.35AndhmperSO.M.)
needed. Anchor the TRMwNh a raw of
staples and anchors approximately 12'
(30 cm) apart in the bottom of the
p.
© 0 a
trench. Badfill and compact the
2•'-s" z'•-s' z'•-s•' z"•s"
(sus,aa (slSSvn) (slzs,an (slzscm) in
bench alter stapling. Apply seed to
compacted fold 12"
• •�
soil and remaining
z .m,)(30
teem) 3' `.m
an) portion of TRM back over seed
and compacted soll. Secure TRM over
4 to mBoll
(1m.
?16'
with a row of staples and anchors
Ilm)
(05m) I i-
spaced approximately 12 M. orn)
width In the TRM.
MS.) *r
• •
Rollacross
3. Roll center TRM In direction of water
center
33 I n.'A
flow in bottom of channel. TRM will
0
unroll with appropriate aide against the
• • ok>\ M.
Al P Nn�orols0' In
soil surface. All TRM must be securely
• • y0,(1?5 s
fastened to soil surface by placing
• _ g150•
staples and anchors in appropriate
• 1 \51ur'
locations as sham In the fastener
,a°a
••
patters guide.
1.7 Anchors per BOND. tlmY
4. Place conswutive TRM end -over -end
(shingle r:Wien a 4'- (1 D - 15
(20 Andorra per fill. M.) (2.7 Andwrs per, SO. M.) 0.7Am1roarSQ.YD.(O.e Andnre/SO. AL)
p. Use a doubllee of raw of
era) Overlap.
Slope Gradient
P
staples staggered 4' (10 cm) apart and
NOTES: Detail
4' (10 cm) on center to secure TRM.
The performance of ground anchoring devices is highly
S. Full length edge or TRM al lop of side
slopes must be anchored with 9 TOW of
dependent on numemus sitelproject specific variables. It is the
staples and anchors approximately 12'
sole responsibility of the project engineer and/or contractor to
(30 an) apart In a G' (16 orn) deep x 6"
select the appropriate anchor type and length. Anchoring shall be CRITICAL POINTS
(15cm) wide bench. Backfill and
selected to hold the mat in intimate conlac with the soil subgrade A. Overlaps and Seams
compact the trench alter stapling.
and resist pullout in accordance with the projects design intent. B. Projected Water line
6. Adjacent TRM must be overlapped
' Anchor Patters Guide can vary based on earth anchor and C. Channel BollornlSide, Slope Vertices
approximately 2'-5' (5 cm-12.5 am)
blanket selection. A /�A
' If desired, the system can be sail -filled and sodded after TRM r B / B
(depending on TRM type) and
fastened.
7. In high flow channel applications, a
C
Installation, Sod should be staples/slaked according to plan C /\}rr7 �
specifications. r /.!,
staple check sloths recommended at
3U l0 40 fool (9 m-12 in) Intervals.
\
Use a double rev Of staples staggered
� •'" V
4'(10 cm)epart ed 4'(locm)an
Drawing Not To Scale
center over entire width of the channel.
S. The terminal and of The TRM must be
anchored with a row of slakes and
CHANNEL ARCH0RS
approximately (3'(15
apat
In cm) deep
apart in a 8' (15 cm) deep x 8' (15 cm)
wide bench. BackOIl and compact the
NTS
trench after stapling.
lw�
GALVANIZED
PIPE
VALVE
BODY
1/2' GRAVEL-'
3/4" WATER LINE
6" PVC S(
TYPE
fill PVC
RISER
6" PVC CAP W/HOLE_
DRILLED TO 3"
WATER QUALITY ORIFICE DETAIL
lure
A
__.............. _.A RISER
PLATE
ANTI -VORTEX PLATE
� 30" ALUMINUM CM RISER
ALUMINUM
COMA. ANTI VORTEX DEVICE
AND TRASH RACK
ALUMINUM COMB. ANTI -VORTEX DEVICE AND TRASH RACK
NOT TO SCALE
These Instructions do not apply to Sanitary Hydrants or
Utility Hydrants.
1. Dig hole for hydrant approximately 2 feel in
diameter and deeper (hen the bury depth.
2. Flush gravel, debris, etc. out of the supply line
before connecting hydrant.
3. Install hydrant with drain hole below frost line,
Use wrenches on supply line filling and brass
valve body Only. This avolds over tightening the
hydrant assembly which could aged operation.
4. If supply line to the hydrant will not support
hydrant, use re -bar, length of pipe or other
3/4" HOSE
suitable support driven in bottom of pit to help
10KA CONNECTION
support hydrant. Before filling excavation, turn
on water and check hydrant connection for
leaks.
S. Provisions must be made to allow the water to
27 112"
drain from the hydrant drain hole each time the
GROUND
hydrant Is closed.
LEVEL
a) FIII bottom of pit with 1/2" gravel to a
minimum of 3" above brass drain valve
body, to Insure adequate drainage.
b) If the hydrant is Installed Inside a structure
OF concrete driveway, connect copper drain
tubing to the 1/8" NPT drain hole and dig a
BURY
remote drain field outside the structure for
DEPTH
the drain pipe to amply Into. Without this
remote piping drain field, the water from the
fiE
hydrant drainage may percolate up to the
surface around or near the hydrant and will
damage the floor surface or cause muddy
6
ir�h
areas around hydrant
C) Saturated ground In the hydrant drain field
-
can prevent the hydrant from fully draining
s
and may result In freezing. If the area
,•0� 11/8" NPT
where the hydrant Is located Is low lying at
DRAIN
has a tendency to have standing water, a
3/4" NPT HOLE
larger drain field or pit may be required to
provide the hydrant a place to drain.
PROP. YARD HYDRANT
NOT TO SCALE
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
00 LL&J
C
Ch `i
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o��Llrrnlc sNct�w
P.O. Box 3119
114 West 3RD Street
Panbroke,NC 28372
Telephone [phone]
Fax:[phone]
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DATE: 03 - 10 - 2014
DRAWN BY: JAB
CHECKED BY: JELL
DETAIL
SHEET
SF161-7NUMBER
C 16.0

NOTES:
1. 4" SDR-21 CONDUIT SHALL BE INSTALLED
PAVEMENTIROADWAY
IN CONJUNCTION WIWATER MAIN CONSTRUCTION
1�- 3'S 16' DIAMAIN r
AND SHALL BE LOCATED AS SHOWN IN THE
11
ABOVE DETAIL UNLESS SHOWN OTHERWISE ON
..........._....
- -- -
THE PLANIPROFILE.
-
2. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
m
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
tQ UNDISTURBED SOIL
EXCAVATIONS IN OSHA "SAFETY AND HEALTH REGULATIONS
i iv
FOR CONSTRUCTION", CHAPTER XV71 OF TITLE 29, ClPART
z F 8" WHEN REQUIRED 4"SDR-21
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
w 'a (FIBER OPTIC CONDUIT W16" WIDE
ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
N POLYETHYLENE TAPE MARKING TAPE
+ TO BE INSTALLED A MINIMUM OF
3. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
12" ABOVE CONDUIT)
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
N (SEE NOTE 1)
AT THE MINIMUM PRACTICAL WIDTH.
- - -
4. TYPE 3 TRENCH CONDITIONS AND A MINIMUM OF 4'
BACKFILL LIGHTLY TO 17
OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT
ABOVE PIPE IN 6" LIFTS (95%
PIPE IS SPECIFIED AND 3.5.OF COVER IN ALL OTHER LOCATIONS
m- 1 MAX DEN IITY COHESIONLCORES S OILS) S SOILS
90% MAXWATER
UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE.
MAIN MATERIAL SHALL
6. LOOSE SOIL OR SELECT MATERIAL IS DEFINED
BE AS SPECIFIED AND SHOWN
AS "NATIVE" SOIL EXCAVATED FROM THE TRENCH,
ON THE DRAWINGS. -
FREE OF ROCKS, FOREIGN MATERIAL, AND
-
FROZEN EARTH.
- 4" MIN SUITABLE LOOSE
SOIL BEDDING FROM TRENCH
6. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
- EXCAVATION (SEE NOTES 4 8 5)
WALLS AND TRENCH BOTTOM. BEDDING MATERIAL
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
UNDISTURBED
THE PROJECT REPRESENTATIVE AND ONLY
SOIL
FOR THE AUTHORIZED QUANTITY.
7, BEDDING MATERIAL SHALL BE PROPERLY RODDED
CONTINUOUS 12 GA.
AND COMPACTED AROUND THE PIPE HAUNCHES.
SINGLE STRAND COATED
COPPER WIRE REQUIRED
8. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE
FOR ALL NON-FERROUS
OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE
PIPE (FROM VALVE BOX TO
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST
.VALVE BOX)
TO THE OWNER. THE ENGINEER MAY HAVE COMPACTION
TEST PERFORMED AFTER THE BACKFILL IS COMPLETE.
CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO
VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION,
BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO
ADDITIONAL COSTS TO THE OWNER.
WATER MAIN BEDDING DETAIL
AND CONDUIT FOR FIBER OPTIC
N.T.S.
CONCRETE COLLAR IN
PAVED AREAS CONC.
PROTECTOR RING IN
ASPHALT NON -TRAFFIC AREAS.
(SEE VALVE BOX
DETAIL W.7)
12"
-4" min.
-8" maz.
- , TRACER WIRE
COMPACTED SOIL (TYP)
2"
VARIABLE SIZE PLUG
TAPPED 2"
:LOTTED VALVE BOX
'ITS ON TOP OF 2' PIPE
TRICK TO BE PLACED UNDER PIPE
�2"012"LONG BRASS NIPPLE.
WHEN REQUIRED PIPE BEYOND
BRASS NIPPLE SHALL BE SC" 80.
PVC CONNECTED wl BRASS F.I.P.
x PACK JOINT FOR PVC
ADAPTOR
2'0 BRASS BALL VALVE
2"0 BRASS NIPPLE (12')
Z" BRASS F.I.P. x PACK JOINT
FOR PVC ADAPTOR
2" MAIN LINE VALVE
2" VALVE INSTALLATION
N.T.B.
FLANGE
CONCRETE COLLAR IN
PAVED AREAS CONC.
PROTECTOR RING IN
ASPHALT NON -TRAFFIC
(SEE VALVE BOX
DETAIL W.7)
-4" m(n.
_8' max.
TRACER WIRE
COMPACTED SOIL (TYP)
--2' PVC SDR21 WATER PIPE
b
2" BRASS F.LP. x PACK JOINT
FOR PVC ADAPTOR
2.0 BRASS NIPPLE (12")
2"0 BRASS BALL VALVE
2'0 BRASS NIPPLE (12")
VARIABLE SIZE MAIN LINE TAPPED 2"
(TYPICAL - NEW FIRE HYDRANTS CONNECTED TO EXISTING WATER MAINS)
1. PROPOSED FIRE HYDRANTS SHALL BE INSTALLED IN ADVANCE OF SEWER
7. EXISTING VALVE DEPTHS ARE MEASURED FROM EXISTING ASPHALT ANDIOR
MAIN CONSTRUCTION. THE CONTRACTOR SHALL SEQUENCE THE HYDRANT
VALVE COVER TO THE TOP OF THE OPERATING NUT. THE BARREL
INSTALLATION TO PROVIDE Al SUPPLEMENT WATER MAIN FLUSHING IF
INFORMATION SHOWN IS CALCULATED USING AN INTERPOLATION BETWEEN
BREAKS OCCUR.
THE TWO NEAREST VALVES. THE GROUND ELEVATION Al CURB FOR
THE PROPOSED FIRE HYDRANT IS INTERPOLATED FROM CROSS SECTIONS
2. FIRE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE
AND THE FLANGE ELEVATION SHOWN IS APPROXIMATE. FIRE HYDRANT
USING A TAPPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE
SHALL BE INSTALLED IN ACCORDANCE WITH THE FIRE HYDRANT AND VALVE
TAPPING SLEEVE AND VALVE SHALL BE HYDROSTATICALLY TESTED PRIOR TO
INSTALLATION DETAIL.
THE COMPLETION OF THE TAP IN THE PRESENCE OF THE OWNER.
B. THE CONTRACTOR SHALL SUBSTITUTE VARIOUS BARREL DEPTHS WITHIN THE
3. THE CONTRACTOR SHALL HAVE THE EXISTING UTILITIES LOCATED IN THE
PROJECT (I.E. FIRE HYDRANT NO. i INDICATES A T-V DEPTH OF BURY,
VICINITY OF THE PROPOSED FIRE HYDRANT PRIOR TO REQUESTING
ACTUAL CONDITIONS CALL FOR A 6'-0' DEPTH OF BURY, FIRE HYDRANT NO.2
CONSTRUCTION STAKES. THE PROPOSED LOCATION MAY BE SHIFTED OR
INDICATES A 61 DEPTH OF BURY, ACTUAL CONDITIONS REQUIRE A 5'-0"
RELOCATED BY THE OWNER IF CONFLICTS EXIST (I.E. GAS SERVICES, UGE.
DEPTH OF BURY, THEN A SUBSTITUTION WILL BE REQUIRED). ALL
TELEPHONE, ETC.).
EXTENSIONS SHALL BE APPROVED BY THE STANDARDS PROJECT
COORDINATOR PRIOR TO INSTALLATION AND ONLY AFTER ALL EFFORTS OF
4. THE CONTRACTOR SHALL VERIFY (BY DIGGING), IN ADVANCE OF
SUBSTITUTION ARE EXHAUSTED,
INSTALLATION AND MATERIAL PROCUREMENT, THE EXISTING WATER MAIN
MATERIAL, SIZE, CLASS, DEPTH AND LOCATION FOR EACH INDIVIDUAL FIRE
9. WHERE INDICATED TO TIE EXISTING FIRE HYDRANT TO NEW MAIN,
HYDRANT LOCATION IN ORDER TO SUPPLY PROPER SLEEVE TYPES" BARREL
CONTRACTOR SHALL PROVIDE ALL LABOR, TOOLS, EQUIPMENT, MATERIALS,
LENGTHS AND OTHER REQUIRED MATERIALS TO ACCOMMODATE EXISTING
ETC. NECESSARY TO PROVIDE A COMPLETE INSTALLATION. FIRE HYDRANT
MATERIALS ENCOUNTERED AND SITE CONDITIONS.
SHALL BE TRANSFERRED TO NEW MAIN BRANCH LINE AFTER MAIN IS
ACCEPTED. HYDRANTS SHALL NOT BE OUT OF SERVICE FOR GREATER THAN
S. THE INFORMATION CONTAINED IN THE "FIRE HYDRANT DATA CHART" WAS
24 HOURS. CONTRACTOR SHALL NOTIFY THE APPROPRIATE FIRE
PRODUCED USING EXISTING STANDARDS RECORDS AND AVAILABLE FIELD
DEPARTMENT OF OUT OF SERVICE FIRE HYDRANTS PRIOR TO
INFORMATION. THE INFORMATION IS INTENDED TO ASSIST THE
CONSTRUCTION.
CONTRACTOR, BUT IS NOT GUARANTEED. THE CONTRACTOR IS
ENCOURAGED TO VERIFY ALL THE PROVIDED INFORMATION. THIS
10. SOD SHALL BE REPLACED WHERE APPLICABLE. DAMAGE TO PROPERTY
INFORMATION IS APPROXIMATE AND MAY NOT BE ACCURATE.
OWNERS LANDSCAPING, FENCES. ETC.. SHALL SE REPAIRED OR REPLACED
TO THE PROPERTY OWNER'S SATISFACTION, TO INCLUDE WITHIN
6. THE CONTRACTOR WILL BE REQUIRED TO SUPPLY VARIOUS LENGTHS OF
RIGHT-0E-WAY. (NO SEPARATE PAYMENT).
BARRELS AND HYDRANT EXTENSIONS (NO MORE THAN ONE HYDRANT
EXTENSION MAY BE USED PER HYDRANT) TO ADJUST FOR WATER MAIN
DEPTHS IN RELATION TO TOP OF EXISTING CURB GRADE, TOP OF PAVEMENT,
EXISTING DITCH GRADE ANDIOR RIGHT-OF-WAY GROUND ELEVATIONS AS
NECESSARY. ADDITIONAL FITTINGS ANDIOR HYDRANT EXTENSIONS OR
OFFSET CONNECTORS MAY BE REQUIRED TO MAINTAIN PROPER COVER AS
APPROVED BY THE STANDARDS PROJECT COORDINATOR. (NO SEPARATE
PAY).
FIRE HYDRANT
ADDITIONAL GENERAL NOTES
5MIN,
VARIES-
100' MAX.
1"RPZwIINSULATED
x
ENCLOSUREPER
O A
STANDARDS
TAPPING
z
REQUIREMENTS. (PLACE
_'xi"
SADDLE AND BALL
0
I INSIDE FENCED LIFT
CORPORATION STOP. I-18'-
A
STATION SITE)
V TYPE K COPPER STANDARD I"TYPE K COPPER
STANDARDS WATER
METER BOX. PER PLAN VIEW
DETAIL W.24
METER BOX SET 114"
ABOVE GRADEn
. -. '. I k
`a E 1" BRASS
CONC, CURB 8" MIN.
"' 90' BEND 1" BRASS 30"
z
8 GUTTER 10" MAX.
jY
i7
1' TYPE K SOFT COPPER
1" BRASS MIP x PACK
1"TYPE K COPPER JOINT ADAPTER
1-aw.
PROFILE VIEW
NOTES:
1. INSTALLATION SHALL BE IN ACCORDANCE 2. REFER TO APPROVED LIFT STATION SITE
WITH STANDARDS STANDARDS AND PLAN FOR EXACT LOCATIONS.
APPROVED BY THE STANDARDS PROJECT
COORDINATOR.
YARD HYDRANT INSTALLATION
N.T.S.
NOTES:
1, ALL MATERIALS SHALL 4. BLOW OFF ASSEMBLY NOT
BE APPROVED BY TO BE RE -USED UNLESS
STANDARDS APPROVED BY STANDARDS,
2. WHEN INSTALLED IN A S. REMOVE ENTIRE
PAVED AREA METER ASSEMBLY FROM BELL OF
BOX SHALL BESET 114" WATER MAIN PIPE WHEN
ABOVE FINISHED EXTENDING THE MAIN
PAVEMENT GRADE
AND PAVEMENT
FEATHERED TO TOP OF
BOX.
3. METER BOX AND VALVE
BOX SHALL BE IN
ACCORDANCE WITH ASPHALT
STANDARDS DETAILS.
2" min. @ FINAL-
GRADE- 4"min.
-6" mex,
CONCRETE COLLAR
IN PAVED AREAS
CONC.PROTECTOR
RING IN NON -TRAFFIC
AREAS. (SEE VALVE
BOX DETAIL W.7)
BRICK TRACER WIRE
2"SDR-21 PVC
2" BALL VALVE
6" BRASS NIPPLE
IF MAKING WET SLOTTED
TAP SEE DETAIL VALVE BOX
W.15B %6v
W
12"BRASS F.I.P x `JOINT FOR PVC
ADAPTOR
12" BRASS NIPPLE
9C2" TAPPING SADDLE
2" BLOW OFF
N.T.S.
1" TYPE K COPPER
CONCRETETHRUST
1' NON -FREEZE YARD HYDRANT
(LOCATE PER APPROVED LIFT
STATION SITE PLAN)
1" NON -FREEZE YARD
HYDRANT (LOCATE
PER APPROVED LIFT
STATION SITE PLAN)
6X6-WIAXWIA WWF
18"
30" MIN.
2'x2' SQUARE
CONCRETE PAD
057 OR #5 WASHED
STONE (MIN. / CF)
I" TYPE K COPPER 1" BRASS I x PACK
JOINT ADAPTER
2" SCHED 80 PVC -
90' ELBOW
-1g^
2"SDR 21 PVC
L
2" SLIP ON CAP
0
2" BRASS F.I.P x PACK
JOINT FOR PVC
ADAPTOR
METER BOX
12' BRASS NIPPLE
2" BALL VALVE
6" BRASS NIPPLE
FWATER
MAIN
SCHED 00
'Q 5U° ELBOW
CONCRETE THRUST
BLOCK,PER
STANDARDS DETAIL
W.17
12" MJ SLEEVE
-'X2" TAPPING SADDLE MJ PLUG
TO BE REMOVED
WHEN EXTENDING
THRUST BLOCK MAIN
A
6" F
S
FLO
I I ""'PRECAST TOP
PLAN A
RECESSED LIFTING HOOK
TO BE FILLED WITH
I
I HYDRAULIC CEMENT
PRECAST TOP
ACCESS HATCH
CENTERED ON VAULT
SECTION A -A
0
o
2" GRAVEL
SUPPORT PIPING ?... �• `
WITH SOLID BLOCK ---��--PROVIDE
AS NECESSARY (TYP.) ` �CAPBLOCK
AS FOOTING
12 GRAVEL
\\
`GRAVEL
METER VAULT
N.T.S.
90° D.I. PIPE 90'
ELBOW ELBOW
N
CTI
E .I.
N GATE VALVE GATE VALVE PIPE
(HANDWHEEL) (HANDWHEEL)
TEE TEE
D.I. PIPE
ACCESS HATCH
CENTERED ON
VAULT
PIPE
FILL WlSOLID
BRICK 8
MORTAR
CONCRETE COLLAR
-
CONCRETE BLOCK
IN PAVED AREAS
W 7
PER DETAIL W.17
CONC. PROTECTOR
RING IN NON -TRAFFIC
AREAS. VALVE SOX
TO BE INSTALLED IN
24'
18"
ACCORDANCE WITH
ASPHALT
a
DETAIL W.6.
o
L
z^BRAss-
"min. t
9D°ELBOW
2" min.
-6" max.
-
FINALGRADE
METER BOX
24"x2" 0-
TRACER WIRE
BRICK
BRASS
NIPPLE
BRICK
BRICK--
2' SDR-21 PVC
2" BALL VALVE -
(LENGTH AS
2" BALL VALVE
24"x2" 0
REQUIRED. TWO
BRASS
PIECES MAX.)
12" BRASS NIPPLE
NIPPLE
SCH 80
12" BRASS NIPPLE-
2" BDR-21 PVC
SLOTTED
MIPT
VALVE BOX
ADAPTOR
2" BRASS
2' BRASS I x PACK
90' ELBOW
JOINT FOR PVC
CONCRETE THRUST
BLOCK
ADAPTOR
PER DETAIL W.17
2" SDR-21 PVC-
2" BLOW OFF ON
2" WATER MAIN
N.T.S.
1 -8" STANDARDS STANDARD PENTAGONAL
(TYP•) f-OPERATING NUT OPEN
COUNTER CLOCKWISE.
2-21/2" NOZZLES 8141-1/2" NOZZLE
WITH FIRE HOSE COUPLING THREAD IN
f- ACCORDANCE W/CITY OF ETTEVILLE
STANDARD. NOZZLE CAPS SHALL
* BE SECURELY CHAINED TO THE
HYDRANTS BODY
VALVE BOX
iRf7f JF4BARRELI.�,I BRICK11.,.. 6'GATEVALVE -1}-_ -1-
7 CU. FT. #57 STONE
PLACED TO A LEVEL 4"
ABOVE DRAIN OPENING
FIRE HYDRANT AND
VALVE INSTALLATION
NOTES:
DI TEE, HYDRANT TEE
OR TAPPING SLEEVE
AS REQUIRED. (SEE
TAPPING DETAIL)
M.J. CONNECTION WITH IRON
RETAINING GLAND M.J. RESTRAINT
SEE NOTE 2AND STANDARDS STANDARD
RESTRAINING DETAIL.
METER SIZE
MIN PIPE DIA
SPACING BETWEEN
GATE VALVES
SEE NOTE 20
VAULT SIZE
(INSIDE DIM)
3"
4"
5'
5%10'
4"
4'
5'
6'X10'
6'
6'
5'
(SEE NOTE 19)
6'X10'
8'
8'
6
61X12'
NOTES:
1. ALL MATERIALS SHALL BE
APPROVED BY STANDARDS.
2. WHEN INSTALLED IN A PAVED
AREA METER BOX SHALL BE
SET 114"ABOVE FINISHED
PAVEMENT GRADE AND -
PAVEMENT FEATHERED TO
TOP OF BOX. CAST IRON BOX
SHALL BE USED IN PAVED AREAS.
3. METER BOX AND VALVE BOX
SHALL BE IN ACCORDANCE
WITH STANDARDS DETAILS.
4. VALVE FOR BLOW -OFF TO BE
INSTALLED AFTER LAST SERVICE.
5. CENTER 2" SDR-21 PIPE IN METER
BOX.
2" BRASS FJ.P x PACK
JOINT FOR PVC
ADAPTOR
NOTES:
1. FIRE HYDRANT SHALL BE MODELS
MANUFACTURED BY MUELLER CO.
(CENTURIAN), AMERICAN VALVE AND
HYDRANT CO. (MODEL MARK 73). CLOW
MEDALLION OR APPROVED EQUAL
2. ALL VALVES AND HYDRANTS SHALL
HAVE M.J. CONNECTIONS WITH IRON
RETAINING GLAND M.J. RESTRAINT.
3. FIRE HYDRANT SHALL BE FIELD PAINTED
IN ACCORDANCE WITH STANDARDS
STANDARDS, BEFORE PROJECT IS
ACCEPTED.
4, HYDRANT VALVE SHALL BE PLACED AS
CLOSE AS POSSIBLE TO THE MAIN, BUT
DO NOT PLACE VALVE IN PROPOSED OR
EXISTING CURB AND GUTTER, IF THE
STREET IS SOIL AND NO PAVING IS TO
BE DONE AT THIS TIME, THE LOCATION
OF THE VALVE IS TO BE DETERMINED BY
THE STANDARDS PROJECT
COORDINATOR.
5. FIRE HYDRANTS SHALL BE PLACED AS
DIRECTED BY THE STANDARDS
PROJECT COORDINATOR.
6. HYDRANT BRANCH SHALL NOT BE BACK
FILLED UNTIL INSPECTED AND
APPROVED BY STANDARDS PROJECT
COORDINATOR.
7. GATE VALVE AND BOX SHALL BE IN
ACCORDANCE WITH STANDARDS
STANDARD DETAIL
B. HYDRANT EXTENSIONS Al
OFFSETS SHALL BE APPROVED BY
STANDARDS PROJECT COORDINATOR,
1. VAULTS SHALL BE PRECAST REINFORCED
S. THE VAULT SHALL BE LOCATED NO CLOSER THAN
15.
ACCESS HATCH SHALL LATCH AUTOMATICALLY
CONCRETE (4,0001 VAULT CONSTRUCTION
F FROM ANY STRUCTURE.
UPON CLOSURE (SLAMLOCK). HATCH SHALL BE
SHALL BE CERTIFIED BY MANUFACTURER TO
9. PIPING SHALL BE RESTRAINED JOINT DUCTILE
LOCKABLE USING A KEYED LOCKING MECHANISM
INTEGRAL TO THE HATCH. HATCH
WITHSTAND LOADING DUE TO BACKFILLING, IN
IRON FROM TAP AT MAIN TO VAULT.
MANUFACTURER SHALL PROVIDE ONE
ACCORDANCE WITH ACT 318.
OPERATING KEY TO PEMBROKE.
10, PIPE FITTINGS INSIDE VAULT SHALL BE FLANGED.
2, BRICK VAULTS SHALL NOT BE ACCEPTABLE.
16.
ALL LIFTING HOLES SHALL BE FILLED WITH
11. VAULT SHALL BE SET PLUMB AND LEVEL, MATCH
HYDRAULIC CEMENT.
3. NO RISERS SHALL BE ALLOWED.
FINISHED GRADE, AND SHALL HAVE POSITIVE
DRAINAGE AWAY FROM IT.
W.
LATERAL AND VAULT INSTALLATION SHALL BE
4. VAULTS SHALL HAVE INSIDE DIMENSIONS AS
APPROVED BY PEMBROKE PROJECT
INDICATED ON CHART,
12. PEMBROKE TO INSTALL METER AND FITTINGS
COORDINATOR
UPON
PRIOR TO BACKFILL
ACCEPTANCE OF PROJECT.
5. VAULT SHALL BE LOCATED OUTSIDE OF PAVED
18.
LATERAL AND PIPING INSIDE OF VAULT SHALL
TRAFFIC AREAS.
13. ACCESS HATCH SHALL BE FX4' DOUBLE DOOR
PASS HYDROSTATIC AND STERILIZATION TESTS
CENTERED ON VAULT, SO AS TO PROVIDE CLEAR
(200psl).
6. METER VAULT SHALL BE LOCATED WITHIN PUBLIC
ACCESS TO METER.
ROW OR DEDICATED EASEMENT. IF IN EASEMENT,
19.
IF USING 8" PIPING WITH A 6' METER. THE VAULT
PROVIDE A MIN. 6' CLEARANCE AROUND VAULT.
14. ACCESS HATCH SHALL BE ALUMINUM, MOUNTED
SHALL BE 6'x12'.
FLUSH AND SHALL BE CAPABLE OF BEARING
7. CONTRACTOR SHALL PROVIDE ALL FITTINGS,
INCIDENTAL TRAFFIC LOADS. ALL OTHER
20.
CONTRACTOR SHALL VERIFY VAULT DIMENSIONS,
PIPING, ETC. AS INDICATED.
HATCHES $HALL BE APPROVED BY PEMBROKE
METER DIMENSIONS AND PIPE LAYOUT WITH
PRIOR
PEMBROKE PRIOR TO ORDERING MATERIALS.
TO CONSTRUCTION. BOLTS, HINGES AND HOLD
OPEN ARM SHALL BE 316 STAINLESS STEEL.
METER VAULT
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
9-111 LOCKLN
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P.O. Box 3119
114 West 3RD Street
Pembroke, NC 28372
Telephone: [phone]
Fox: [phone]
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In
DATE: 03 - 10 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
SHEET TITLE:
DETAIL
SHEET
C 17.0
DJECT# 13-09'
E
a
0
ti

TURFING SCHEDULE
1.
All disturbed areas shall be dressed to typical sections and plowed to a depth of 5 inches. The top
two inches shall be pulverized to provide a uniform seedbed. NOTE: Lime should be
applied with
necessary equipment to give uniform distribution of these materials. The hand -bucket
method is
not acceptable.
2.
The following are rotes and kinds of these materials to be applied PER ACRE: Select
a temporary
AND permanent seed mixture based upon the dates of seeding.
Temporary Seeding:
SPECIES RATE PER ACRE DATES
Rye (grain) 120 lbs. Aug. 15
- Apr. 15
Kobe Lespedeza 50 lbs. Dec. 1 -
Apr. 15
German Millet 40 lbs. Apr. 15
- Aug. 15
10-10-10 Fertilizer 750 lbs. Dec. 30
-Aug. 15
1000 lbs. Aug. 15
- Dec. 30
Ground Agricultural Limestone 4000 lbs. Jan. 1 -
Dec. 31
Permanent Seeding:
SPECIES RATE PER ACRE DATES
Tall Fescue Sept. 1
- Oct. 31
(blend of, two or three
Improved varieties 200 lbs. or Feb. 15
- Apr. 30
Rye (grain) 25 lbs.
Feb. 15
- Oct.
r. 310
or
Centipede Grass 20 lbs. March -
June
10-10-10 Fertilizer 1000 lbs. Sept. 1
Feb. 15
- Oct. 31
- Apr. 30
or
Ground Agricultural Limestone 4000 lbs. Sept. 1
-Oct. 31
3.
Seeded area shall be cultipacked to firm seedbed and to cover seed.
4.
Grain straw shall be applied over seeded areas as mulch. No bare ground shall be visible
in the mulched
area if proper installation is achieved. Thick clumps of straw are not permissible as uniform coverage
is expected. Straw shall be applied at a minimum of 4,000 lbs. per acre.
5.
The mulched area shall be tacked with liquid asphalt sufficent to hold straw in place
where necessary.
6.
Ditch treatment shall be used in areas where steep grades could cause ditch erosion.
Use of Jute
mesh, excelsior matting or fiberglass roving is acceptable. Ditch treatment should be
installed
AFTER mulching operation.
7.
Temporary ground cover on perimeter dikes, swales, ditches, and slopes shall be seeded, fertilized,
and mulched sufficient to prevent erosion within 7 calendar days of completion of any phase of grading.
8.
Temporary ground cover on slopes 3:1 or flatter that are less than 50 feet in length
and all other
disturbed areas with slopes flatter than 4:1 shall be seeded, fertilized, and mulched sufficient to prevent
erosion within 14 calendar days of completion of any phase of grading.
9.
Permanent ground cover sufficient to restrain erosion should be provided on DII areas
disturbed
during this project within 15 working days or 90 calendar days, whichever period is shorter,
following
completion of construction.
MAINTENANCE SCHEDULE:
1.
All erosion and sediment control practices will be checked for stability and
operation following every storm event, but in no case, less than once every
week. Any repairs or cleaning necessary to maintain erosion and sediment
control practices shall be completed immediately.
inspection reports ore to be completed by the site superintendent and
maintained on site.
2.
All seeded areas will be re -fertilized, re -seeded as necessary and mulched
according to the Turfing Schedule.
1
STORM SEWER
GRATE
COMPLETELY
COVERED BY
HI -FLOW
FABRIC
LIFTING
STRAPS
MAINTENANCE:
1. INSPECT INLETS AT LEAST ONCE WEEKLY AND AFTER
EACH SIGNIFICANT (Y2" OR GREATER) RAINFALL EVENT.
2. REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS
FROM THE SURFACE AND VICINITY OF THE UNIT AFTER
EACH STORM EVENT.
3. REMOVE THE SEDIMENTTHAT HAS ACCUMULATED
WITHIN CONTAINMENT AREA OF THE CURB BAG AS
NEEDED.
TURFING SCHEDULE
OVERFLOW
GAP
- CURB AND
GUTTERINLET
CURB
FILTER
LOW PROFILE WITH
GUTTER FOR
SAFETY AND CURB
APPEAL
CURB INLET SEDIMENTATION CONTROL BAG WITH CURB FILTER
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL.
2. INSPECT AFTER EACH RAINFALL. AFTER HIGH FLOWS INSPECT
FOR EVIDENCE OF SCOUR BENEATH THE RIPRAP OR FOR
DISLODGED STONES. REPAIRS SHOULD BE MADE IMMEDIATELY IF
THESEBLEMS ARE FOUND.
3. REMOVE SEDIMENT DEPOSITS WHEN SEDIMENT IS CONVERTING
50% OF THE ROCK DIAMETER.
4. LET RIPRAP APRON CLEARED OF DEBRI (LIMBS, VEGITABATION,
ETC.)
11190�010111©�
1rnYr.X-10•
RIP RAP APRON DETAIL
NTS
gL
pl.0
a a:l•.
..•� ys.?S'v
NTS
2
G�
1. ANTICIPATED START DATE IS FEBRUARY 15, 2014
2. OBTAIN PLAN APPROVAL AND ALL OTHER APPLICABLE PERMITS
3. FLAG THE LIMITS OF CONSTRUCTION.
4. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
CONSTRUCTION.
5. INSTALL INLET PROJECT ALONG STONE GATE VILLAGE ROAD PER PLANS,
6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS THE FIRST CONSTRUCTION
ACTIVITY.
7. CONSTRUCT THE SEDIMENT TRAP.
8. CONSTRUCT TEMPORARY DIVERSIONS AND SILT FENCING.
9. CLEAR AND GRUB SITE AS NEEDED FOR ROUGH GRADING OPERATIONS. STOCKPILE
STRIPPED TOPSOIL AS NEEDED.
10. ROUGH GRADE THE SITE INCLUDING INSTALLATION OF BUILDING PADS.
11. CONSTRUCT GRASS -LINED CHANNEL FOR DISCHARGE FROM SEDIMENT BASIN.
12. FINISH THE SLOPES AROUND BUILDINGS AS SOON AS ROUGH GRADING IS COMPLETE.
COMPLETE TEMPORARY SEEDING OPERATIONS OF FINISHED SLOPES AROUND BUILDINGS AS
WELL AS ALL OTHER DISTURBED AREAS IMMEDIATELY FOLLOWING COMPLETION OF ROUGH
GRADING.
13. COMPLETE UTILITY INSTALLATIONS INCLUDING WATER, SEWER, AND STORM DRAINAGE
UTILITIES.
14. INSTALL INLET PROTECTION AT ALL DROP INLETS AND CURB INLETS.
15. COMPLETE FINAL GRADING FOR ROADS AND PARKING LOTS AND STABILIZE WITH BASE
COURSE.
16. COMPLETE FINAL GRADING FOR BUILDINGS.
17. COMPLETE FINAL GRADING OF ALL DISTURBED AREAS
AFTER SITE IS STABILIZED, REMOVE TEMPORARY MEASURES AND/OR COMPLETE
PERMANENT SEEDING OF REMAINING DISTURBED AREAS. RE -SEED AND FERTILIZE AS
NECESSARY TO ENSURE ADEQUATE COVERAGE OF PERMANENT GROUNDCOVER IN ALL
DISTURBED AREAS.
18. WHEN SITE IS STABILIZED AND PERMANENT GROUND COVER IS APPROPRIATELY
ESTABLISHED, CONTACT NCDENR - LAND QUALITY SECTION FOR FINAL EROSION CONTROL
INSPECTION.
CONSTRUCTION SEQUENCE
SEDIMENT FENCE MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MANY ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
BURLAP E REPLACE B EV
ERY 60 DAYS.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE DEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY SEDIMENT FENCE
NOTES
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE YORK COUNTY SUBDMSION/STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6, ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED To.95X OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
B. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL
BE PERMITTED.
1. ALL EROSION & SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING
TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES (NCDENR) BASED ON THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN AND
DETAILS.
2. THE CONTRACTOR SHALL ALSO MEET ALL REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL
ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A-51 THROUGH 66)
3. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE NCDENR SELF -INSPECTION PROGRAM BY, ATA
MINIMUM, INSPECTING ALL EROSION AND SEDIMENTATION CONTROL MEASURES, AS WELL AS, CHECKING
FOR THE NEED FOR GROUND COVER (TEMPORARY AND/OR PERMANENT) AND VERIFYING DIMENSIONS OF
ALL INSTALLED SEDIMENTAND EROSION CONTROL MEASURES.
4. THE CONTRACTOR SHALL COMPLETE A REPORT DOCUMENTING THE INSPECTIONS BY INITIALING AND DATING
EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN OR BY COMPLETING, DATING, AND SIGNING AN INSPECTION REPORT THAT LISTS EACH
MEASURE, PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
(RULE 1SA NCAC 040.0131). A "SELFANSPECTION REPORT FOR LAND DISTURBING ACTIVITY" AS REQUIRED BY
NCGS 1134-S4) IS AVAILABLE FOR USE,
S. THE CONTRACTOR SHALL ALSO COMPLETE THE INSPECTIONS AND REPORTING NECESSARYTO MEET THE
REQUIREMENTS OF THE NPDES GENERAL STORM WATER PERMIT NCGO10000 (CONSTRUCTION ACTIVITIES).
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED ONCE PERSEVEN CALENDAR
DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN % INCH OF RAIN PER 24 HOUR
PERIOD. -PLEASE NOTE THAT THESE NPDES INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS REQUIRED.
BY THE SELF -INSPECTION PROGRAM.
3 GENERAL EROSION CONTROL & SEDIMENTATION CONTROL NOTES
',DWARE CLOTH
INGS)
NCDOT 45 OF
WASHED S1
WASHED STONE
MAINTENANCE: I
1. INSPECT INLETS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT d INCH OR
GREATER) RAINFALL EVENT.
2. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE
FLOW FOR SUBSEQUENT RAINS.
3. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL.
4. REPLACE STONE AS NEEDED.
6 TEMP. HARDWARE CLOTH & GRAVEL INLET PROTECTION
NOTES:
1. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN
OR THE OUTLET STRUCTURE 70 PREVENT THE SKIMMER FROM BEING PUSHED
AWAY FROM THE UNDER SUPPORT
ATER ENTRY UNIT 2. PREVENT THE SKIMMER FROM SETTLING INTO THE MUD BY EXCAVATING A
ITH TRASH SCREEN SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE
SKIMMER OF STONE OR TIMBER.
3. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
DISCHARGE END OF THE PIPE.
4. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
MAINTANCE;
IRIFICE OPENING INSIDE THE 1. INSPECT THE SEDIMENT BASIN AT LEAST WEEKLY. AND AFTER EACH SIGNIFICANT
IORIZONTAL TUBE NTH A STORM EVENT .
%INSTANT HYDRAULIC HEAD 2. REMOVE AND PROPERTLY DISPOSE OF SEDIMENT WHEN IT ACCUMULATES AROUND
THE SKIMMER.
M INSPECT THE SKIMMER ORIFICE AND REMOVE ANY SEDIMENT THAT MAY BE
BLOCKING THE OPENING.
40 PVC PIPE
A ARM) EARTHEN EMBANKMENT
EMERGENCY SPILLWAY MAXIMUM HOOHT OF FLOAT WHEN NO
OTHER STORM WATER DISCHARGE
OPENINGS EXIST
FLEXIBLE HOSE
(MAJOR STORM EVENT)
INVERT OF LOWEST STORM
CflATE
WATER DISCHARGE OPENING
(MINOR STORM EVENT)
TOP VIEW
F
FLEXIBLE HOSE MUST BE
SECURELY FASTENED TO
T PIPE STORM WATER I I
DISCHARGE
THE WATER QUALITY
OPENING
DISCHARGE OPENING
GE EKING
LEPVC
OUTLET PIPE,
HOSE
ENTRY UNIT
END VIEW SIDE VIEW
(NO SCALE)
4 FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH OUTLET
STRUCTURE
@�
®®ITHIETROMlT1TT�®®®®®®®®®®®
®
�MFWA
MAINTENANCE:
1. INSPECT BAFFLES AT LEAST ONCE A WEEKLY
AND AFTER EACH RAINFALL MAKEANY
REQUIRED REPAIRS IMMEDIATELY.
2. MAINTAIN ACCESS TO BAFFLES. SHOULD THE
FABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT
REACHES HALF FULLTO PROVIDE ADEQUATE
STORAGE VOLUME TAKE CARE TO AVOID
DAMAGING RAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
4. AFTERTHE DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ALL BAFFLE MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS, BRING
THE AREA TO GRADE, AND STABILIZE.
0
CROSS-SECTION OFA POROUS BAFFLE
POROUS BAFFLES
CONSTRUCTION
SPECIFICATIONS
1. CLEAR, GRUB AND STRIP THE. AREA UNDER THE EMBANKMENT B. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -
OF ALL VEGETATON AND ROOT MAT. REMOVE ALL SURFACE GRADED MIXTURE OF STONE WITH A d50 SIZE OF 9 INCHES
SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND (CLASS B EROSION CONTROL STONE IS RECOMMENDED)
STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY
OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL BE MACHINE PLACED AND THE SMALLER STONES WORKED
AREA. INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE BE HARD, ANGULAR AND HIGHLY WEATHER RESISTANT.
OF ROOTS, WOODY VEGETATION, ORGANIC MATTER AND ENSURE THAT THE STONE SPILLWAY OUTLET SECTION GEOTEX7ILE CURTAIN
OTHER OBJECTIONABLE MATERIAL PLACE THE FILL IN LIFTS EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT
NOT TO EXCEED 9 INCHES AND MACHINE COMPACT OVER UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET SEAM
FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. THE EDGES OF THE STONE OUTLET SECTION FLUSH WITH THE
PROTECT THE CONNECTION BETWEEN THE RIP -RAP AND THE SURROUNDING GROUND AND SHAPE THE CENTER TO CONFINE
SOIL FROM PIPING BY USING FILTER FABRIC OR A KEY WAY THE OUTFLOW STREAM.
CUTOFF TRENCH BETWEEN THE RIP -RAP STRUCTURE AND THE 10. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS.
SOIL LOCATE BYPASS OUTLETS SO -THAT FLOW WILL NOT DAMAGE
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST THE EMBANKMENT. Lil
OF THE SPILLWAY TO FACIUTATE SEDIMENT CLEANOUT. 11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS
5. ALL CUT AND FILL SLOPES SHOULD BE 2: 1 OR FLATTER. ABOVE THE WET DETENTION BASIN AND DOWNSTREAM FROM
6. ENSURE THAT THE STONE SECTION OF THE EMBANKMENT HAS THE TRAP IMMEDIATELY AFTER CONSTRUCTION.
A MINIMUM BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE 12. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO
SLOPES OF 1: 1 THAT EXTEND TO THE BOTTOM OF THE SPILLWAY THE SEDIMENT CLEANOUT LEVEL (_O1NE Half THE DESIGN ,
SECTION. DEPTH) ON THE PLANS AND MARK IT IN THE FIELD. �i �--
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM
WIDTH, AS SHOWN ON THE PLANS, WITH 20 SIDE SLOPES FILTER FABRIC SHALL BE A NON -WOVEN COMMUTE WITH
EXTENDING TO THE TOP OF THE OVER FILLED EMBANKMENT. PROPERTIES EQUAL TO AMOCO 4551 OR MIMFI 140N. GEMOILE
KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET CURTAIN SHALL BE SECURELY FASTENED TO PIPE WITH SrAINLESS
STRUCTURE AT A MINIMUA OF 21 INCHES. THE WEIR MUST BE STILL STRAPS AND HARDWARE. CURTAIN SHALL NOTED OTHERWISE
LEVEL. AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CURTAIN MAY BE CUT ON TOP S1DE OF PIPE ONLY 70 ALLOW
CAPACITY. CURTAIN 70 BE WRAPPED AROUND PIPE.
LITTORAL SHELF WITH
WETLAND PLANTING GEOTEXTILE CURTAIN
10.0' WIDE (MIN.)
N.T.S.
TRASH RACK & ANTI -
VORTEX PLATE
INVERTED WATER QUALITY
ORIFICE LOCATED THIS SIDE SELECTED FILL PLACED IN 5.0'
(SEE DETAIL) LAYERS AND COMPACTED MIN
5, TOP OF D
CLASS I RIP RAP
0
ISEDIMENT
BASIN DETAILS
MAIN POND
BASIN
I A
1 B
C
D
E
OUTLET PIPE F
1
1153.501149.00
1149.00
1156.00
1 155.00
26' OF 6" HDPE 0 0.25%
2
1153,501149.00
1 149.00
I 156.00
1 155,00
160' OF 6" HDPE 0 0.25%
1
WILLWAT =
WIDTH = 7
3
�11
B'x8'x8" DEEP 30' O.C.
CONCRETE ANCHOR
D T N I N BASIN DAM W/OUTLET STRUCTURE
N.T.S.
' APRON
DETAIL)
OUT=153.00
VENT
= 1.4 X DEPTH
THE OVERFLOW
MINIMUM LENGTH APPU
1CHEDULE 40 PVC PIPE
BARREL OR ARM)
NTS
FINAL DRAWINGS
RELEASE FOR CONSTRUCTION
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Pembroke, NC 28372
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DATE: 03 - 10 - 2014
DRAWN BY: JAB
CHECKED BY: JEL
STET TITL&
DETAIL
SHEET
STdGET NUMBER
C 18.0
PROIECTYf 13.09110