SW7051109_APPROVED PLANS_20060130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW!/lam
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE���/
YYYYMMDD

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PROJECT SUMMARY
PROJECT DATA:
NOTE'x.
OWNER/DEVELOPER: ARBOR GREEN, LLC
1 THE PROJECT IS LOCATED WITHIN A ZONE X FLOOD ZONE ACCORDING TO THE FEDERAL
604 FAST MAIN STREET
EMERGENCY AGENCY FLOOD INSURANCE MAP PANEL 5469, NEW BERN DATED JULY 2, 2004.
HAVELOCK, NC
[phone]
2. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED
OVERALL SITE AREA: 484,801 SF, 11.13 ACRES
IN THE INTERNATIONAL RESIDENTIAL CODE, WITH NORTH CAROLINA AMENDMENTS, 2002 EDITION.
TAX PARCEL ID'. 8-207-1295
NO SECTION 404 WETLANDS ARE PRESENT ON ]HE PROJECT SITE.
SITE ZONING: C-3
UTILITIES: SEWER -CITY OF NEW BERN
WATER -CITY OF NEW BERN
4. NO NEUSE RIPARIAN BUEFER AREAS REGULATED LENDER 15A NCAC 02B EXIST ON THE PROJECT SITE.
ELECTRIC -CITY OF NEW BERN/PROGRESS ENERGY (CUSTOMER OPTION)
TELEPHONE -SPRINT
CABLE TELEVISION -COX COMMUNICATIONS
5. NO STRUCTURES SHALL BE BUILT OUTSIDE OF THE BUILDING SETBACKS SHOWN WITH THE EXCEPTION OF FENCES,
REFUSE COLLECTION -CITY OF NEW BERN
DRIVES, OR WALKWAYS.
LENGTH OF STREETS: 1772 LF
6 ALL DRAINAGE AND UTILITY EASEMENTS CARRY THL RIGHT -OF -ACCESS BY THE CITY OF NEW BERN FOR THE
TOTAL #LOTS: 104 LOTS (102 DUPLEX LOTS, 2 COMMERCIAL LOTS)
MAINTENANCE AND REPAIR OF DRAINAGE AND UTILITY STRUCTURES.
TOTAL AREA IN COMMERCIAL LOTS: 100,916 SF, 2.32 ACRES
TOTAL AREA IN RESIDENTIAL LOTS: 1fi7,012 SF, 3.84 AC. (AVERAGE LOT SIZE = 648 SF)
7. EXISTING TREES SHOULD RE RETAINED ALONG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE.
TOTAL OPEN AREA: 238,319 SE, 5.47 AC, 49.15% OF THE TOTAL SITE AREA
THESE TREES SHALL BE LOCATED WITHIN A ZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC
TOTAL AREA RIGHT-OF-WAYS: 94,607 SF, 2.17 AC.
STREETS. THE TREES RE?AIhJED SHALL BE Al LEAST 2 INCHES IN CALIPER.
TOTAL LOT DFNSlTY - 11.58 UNITS/ACRE (RESIDENTIAL)
8. THE DEVELOPER SHALL RLTAIN AT LEAST 167 TREES ON THE ENTIRE TRACT (15 TREES PER ACRE)
RESIDENTIAL DENSITY:
9. ALL FRONT & REAR PROPERTY LINES ARE SUBJECT 10 A 15' UTILITY AND DRAINAGE EASEMENT. ALL SIDE LOT
LINES ARE SUBJECT TO A 7' DRAINAGE AND UTILTIY EASEMENT CENTERED ON THE PROPERTY LINES.
GROSS LAND AREA = 8.82 Ac., 384,199 SF EXCLUSIVE OF PARCI=LS A & B )
ALL UTITLITY EASEMENTS CARRY A RIGHT -OF -ACCESS TO THE CITY OF NEW BERN.
DUPLEX REORES 5000 SF FOR FIRST UNIT AND 2000 SF FOR SECOND UNIT,
10. T}1E RECEIVING WATER COURSE FOR THIS PROJECT IS NLSON CREEK, CLASS C, SW, NSW.
7000 SF PER BUILDING
TOTAL f DUPLEX BUILDINGS ALLOWED = 384.199 SF/7000 SF = 55 BUILDINGS
11. ALL RESIDENTIAL UNITS ARE DUPLEX CONSTRUCTION WITH EACH UNIT TO BE CONVEYED INDIVIDUALLY,
TOTAL I DUPLEX BUILDING PROVIDED = 51 BUILDINGS OR 102 UNITS.
12. ALL STRUCTURES BUILT ON PARCELS A & B SHALL CONFORM TO THE REQUIREMENTS FOR THE US HIGHWAY 17
ENTRANCE CORRIDOR AS DEIINATED IN THE CITY OF NEW BERN LAND USE ORDINANCE.
13 PARKING SHALI. BE ALLOWED ON ONE SIDE ONI.r ALONG ARBOR GRFEN WAY.
20' LANDSCAPE BUFFER EASEMENT
BIORETEN110N BASIN
#2 I
BOTTOV= 21.0'
OVERFLOW-22.0'
EX STi
G DRIVEWAY
- -
1
TC BE
REMOVED
PARCEL
.
r
,
53,29T SF
122 AC
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COMMERCIARCLLL
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-
EXI STIN
DRIVEWAY-
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TO BE
EMOVED
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TR C
TANEE(TYPICAL)!
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218.00'
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B i 145.50' 144.0('
LIMITS OF CONSTRUCTION/
LIMITS OF DISTURBANCE
in,
PROPOSED
STORMWATER
POND
I
A
C1 C
CARD[INA TELEPHONE
ZONED C-3
779.30'
20' LANDSCAPE BUFFER EASEMENT
SEOIlENCF OF OPERATION:
1. SI CURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING,
5. INSTALL STORMWATLR RETENTION POND TO ACT AS SEDIMENT BASIN
6, FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7, INSTALL SITE IMPROVEMENTS
8. SI ED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RLSEED AS NECESSARY TO ESTABLISH VEGETATION,
MAINTENANCE PLAN:
1. AIL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL FVFNT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
FSTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
J. ANY SFDIMFNT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4, SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5 THE STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
1 RELEASE FOR PERMITS JKA 10/5/05
NJ. DESC RIPTI❑N BY DATE
Revisiols
SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPLS WITHIN IHE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THL SNORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
DUPLEX CONSTRUCTION SHALL BE TOWNHOUSE
TYPE CONSTRUCTION, EACH LOT WILL BE
CONVEYED INDIVIDUALLY.
20' LANDSCAPE BUFFER EASEMENT
CD � 10 11 12 13 u 5 1s 0 OO ® 0 D 2z 0 0 © ® � ® C ® 0 © C�
64 ST w 9 618 SF 618 r 6487 618 3 48 SF w Sl w 1 648 9 618 7 618 A { 618 4 m 7 64 sr 648 A 618 5 6951 618 Sr W 7 618 6E 6411 648 SF 648 Sf 60 sr 6r8 Y 618 ( 618 5!
0.01 AC 601 Ac 001 AC 0,0 AC 0.01 AC 0.01 AC OR AC com AC 0 AC 001 AC 0.01 AC 0.01 AC 0.9 AC 0.01 f,
AC 1,Of AC off AC a01 AC 0,01 AC 0.0 AC Rv AC 0.01 AC w a01 AC 001 AC 0.41 AC 0.01 AC 00T AC aQl AC
3615.0
ARBOR GREEN, WAY (61' R/W, 31' B/B, PUBLIC)
0
Irs
i
UYLK[LUYr=L4.V // �•t r,v ry rnL Q01 -- - I
°04'44"
golf
16 ffil 130111
t .00 18.01
oIfv
,a.aa ® ® off.
+ 'E 113.13 Q ® ® ® o � 00
5I
i6 q 6115, air AC i /
V WAY fit R W 31' B B, PUBLi R�- o�. s o ® �� 0 k �
�. w SF o o o Ac i Aca. t ti 61853
C 0.01 AC la. 8 C)
46
4.7 �h Rol AC
36M 4
a �. �0 ~ N12°24'04"W 4.73� --�- a _
_ a
Doi AC
N^ o ell G� N
fl o� I
ON AC o U1 AC
CW
1.no , .00 �.oa I
N 4 4
�a
\ > > 20 .75 1a.ao 18 ,� s1s g
64 sr
0o
us64 f ,a.oa l8 1 4(i © 6+ 401 ABC aal Ac 0.01 AC
u 618A-0.01k� -
Ac 1 1a.oa © o orn Agc _ 6.6 Ac Q
c c .00 ® 6® Vs SF J Aur am Ac C21
69 �• t&t14 C 618 $( 60l AC AC 22n
648 SF� ri 1 . 1 pC 62 6181� - o� �• - om Ac 0 ® ® ,a.00 , .o0 1 .aa
0.01 AC r 18. 6l 618 T a01 AC on l8
1 40 18.00 65 ® ®
61B Y a0 Ac
W ® ® 618i 001ACo
641 ON Ac oar �� nn o lac, ,a.ao laooy 1 AC
_20 IABDSCA4E BUFFER EASEI�EN1
COMMON AREA 02Afl
, .00 __ f
22J,181 SF TOTAL
,
5.12 AC TOTAL
11111
29 LANDSCAPE BUFFER EASEI�EEIT
4'04„N
1029.68
LIMITS OF CONSTRUCTION/
LIMITS OF DISTURBANCE
FOODS UNLIM11D, INC
DP 1849/608
ZONED C-3
18.00
1&00
CD
0
1'
1
TYPICAL LAYOUT
NOT TO SCALE
PROPERTY LINE
ALONG AIRGAP
UNIT
A
UNIT B
0
CDGARAGE
�
GARAGE
PARTY WALL/
FIRE WALL
18.00
18.00
10
10'
fiA1NFS, ET AL.
ZONED C-3
LIMITS OF CONSTRUCTION/
LIMITS OF DISTURBANCE
CRAVEN COUNTY BOARD OF EDUCATION
ZONED C-3
APPROVED
NORTH
GAROLfNA Eti���l�: ,.�; 7;,,
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05075

LEGEND
SILT FENCE E �+ 1" WATER SERVICE 0c,
C3 C1 QC
"{ OUTLET PROTECTION F FIRE HYDRANT D
L� C3 C10 C3 C11
CHECK DAM _ G a SEWFR SERVICE E
C3 C10 C3 C11
wi INLET PROTECTION H,I , THRUST BLOCK F
CATCH BASIN C3 C10 C3 C11
N VALVE & VALVE BOX A O MANHOLE G
C3 C11 C3 C11
PERMANENT 2" BLOWOFF B
C3 C11
NOTES:
I. SEE
DETAIL
A, SHEET C10 FOR
TYPICAL PAVEMENT SECTION.
2. SEE
DETAIL
C, SHEET CIO FOR
NEW PAVEMENT SECTION.
3. SEE
DETAIL
J, SHEET C10 FOR
SIDEWALK CONSTRUCTION.
4. REVEGETATL
ALL DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT
VEGETATION
PLAN, SEE
DETAIL L, SHEET
C10.
5.'-')EE
DETAIL
H, SHEET C11 FOR
TYPICAL TRENCH SECTION.
MANHOLE TABLE
MANHOLE ID
RIM
INVERT IN
INVF.:RT IN
INVERT OUT
COMMENTS
MH 1
21.78±
13.00
-
11.26+
BUILT OUVER MANHOLE
MH 2
22.7-±
16.39 MH # 15
17.33 MH 3
16.38
MH 3
23.11±
17.85
-
17,84
MH 4
25,67±-
18.29
-
18.28
MH 5
25.32±
18.62
18.61
MN 6
26.32±
19.44
-
19,43
MH 7
26.67±
19.76
-
19.75
_
MH 8
26.75±
_
- _
20.00
MH 9
26.67±
-
-
19.50
MH 10
26.44±
19.17
-
19.16
MH 11
26.20±
18.83
-
18.82
MH 12
26.231
18.15
-
18.14
MH 13
24.84±
17.34
17.33
MH #L4
24.131
17.00
16.99
MH 15
23.42±
16.66
-
16.65
SPECIFIC WORK
ITEMS:
1Q
ROUTE NEW
SEWER MAIN BELOW NEW STORM
DRAIN PIPE,
C72
ROUTE NEW
WATER MAIN BELOW NEW STORM
DRAIN PIPE,
PROVIDE 24" MIN. VERTICAL SEPARATION.
(3
ROUTE NEW
WATER MAIN BELOW NEW SEWER
MAIN. PROVIDE 24" MINIMUM VERTICAL
SEPARATION.
PROVIDE 201E DUCTILE IRON
WATER AND
SEWER MAIN CENTERED AT CROSSING.
0(2)
PVC ELECTRICAL
CONDUITS TO BE SUPPLIED BY
CITY OF NEW BERN TO BE INSTALLED BY CONTRACTOR
AT 36" BURY & TAPE ENDS.
®ROUTE
NEW
WATER MAIN ABOVE NEW SEWER
MAIN. PROVIDE 18" MINIMUM VERTICAL
SEPARATION,
PROVIDE 201-F DUCTILE IRON
WATER AND
SEWER MAIN CENTERED AT CROSSING.
"1AGN�TIC LIMITS OF CONSTRUCTION/ CARINA TELEPHONE
i
LIMITS OF DISTURBANCE
ZONED C-3
-�--------------------- ------------------------------------__-_-------------- ---------------------------------------------------------
' � 20' LANDSCAPE Bl1FEfR EASEMENT � � �E'lfFl�C� 1-8i1FFE'�E'IC�EIaERr � � - - - - -
_� - - -- BIORETENTION BASIN #2 -EASEI�ENT
BOTTOM=21.0' Q
o- - OVERFLOW=22.0'
j
- - - , CD © OO 10 It 0 q-) CD �s I� 0 � 19 Cm � m � �{ © @ cm ® m 1D � m (9) (3!) IF
1
EXISTING 8" PVC
WAT1R MAIN0- 7 7
4 !
- H 3
11
S S 5 z I S
z
0 S
8
12 1 M H 6
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c.�
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ARBOR NFLN WAY 61i R Ww31a B B, PUBIC 4 �®0 0
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w - \ S
1
NE 8" V W TF Q 1
XIS 111NG 8 PVC ® CPS
EW R MAIN INSTALL 4 -o
�- ...... - - � INSTALL 4 0 22 1 /2° ELBOW ® as
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22-1/2° ELBOW
1
$ TAPPING ADDLE
( o
(1) 8 VALVE - _ -- - - - - - - - S
- ® S �1
6" PVC SEWER -` #
(1) THRUST BLOC MH 1 -
SE�VI E I o Io % H
r NEW 8' PVC WATER o
w I - - 1 -
z � � f
-- .- - - ' N BOTTOM-23.0 BASIN #4
4 Borro�+=23.0'
OVERFLOW = 24.0'
O W
C� 3 �3 I
1 0
o
e 4 �_� �
S
�M # $ H 22-1/2° ELBOW o
- - ---� --- - S fNSTALL (4) c,
o 2 1 - 4 ® 22-1 /2° ELBOW
2
76
--INSTALL o +s
22-1 /2° 0 i
NEW 8" PVC WATER S
_ - .oc NE 8 V W TE -
6" PVC EWER--- - - 1 �0
f - SRVICEI z1 (1) THRUS LOCK s M14 W W _ 4 o
20 S -� S
19 BIORFTFNr10N BASIN #3 - I
:
11 1718 80ITOM= 200'
13OVERFLOW=?1.0'1
--
71 S � A11
- - _ - p 15 11
- (STING M NHOLE
RI 19.32
11 V =10.37 j I 4 7a
V BENCH 10,86 ! - - -
62 61 p
r
: I1
f_
BIORETEN BASIN #1
I i ASI
BOTTOM-1 0'-
I - - OVERFLO - 4.0'
RAINES, E1 AL.
- - J ZONED C-3
I -
_ LIMITS OF CONSTRUCTION/ FOODS UNLIMITED, INC
LIMfTS OF DISTURBANCE D9 1849
c/308
1
JoNES
i
i D$ 11711244
VERALL INATER & SEWER L YOU4 ZONED c 3
LIMITS OF CONSTRUCTION/
LIMITS OF DISTURBANCE
CRAVEN COUNTY BOARD OF EDUCATION
ZONED C-3
SALE: 1" 40'
80 0 40 40 40
SEAL
15738
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L T 1 WATER -LFRYICL
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cli Iii> PRCTD- 1101h FRL HYDRANT D
C4
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H I TIIDY�)� MOCK
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L U AII
F(j-T
[CTI0N.
NFW PAVEM[I'll SECTION.
F L'—')'L I AI,_
�I FOR
SIDEWALK
CON` 'TRUCLION.
A IT
R VL �) I—
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ACCORDANCL
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f,)J I VL I A t10,,N�
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DRAINAGE S I
p UTU L
STRUCTURE RIM INVFRT IN INWR i o;, _ I I I V E "R -I G j.J 1 "'T P j
1) S 22,7J+ 20.1 U, 7T I N L L T
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25,63 1- 2 F) r), IN;,
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s # 21 5. -5 0 + 2 J 2- 3,1 (B YP yl "IRF N E TA ,
1)sp 0 2 5.5 0 22, 91 2 2A Y,;YF,,`[-') LET `'CUD CUVEF
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DS//] 9 )2,51 18,01 18. 0
D5�20 22.5 17.5 i Z L L T
UACIVPTJ('
20' LUSCAPI H(1FW1ATkWBIORETENTiON BASIN
BOTTOM 7 0' -
04RFLOW 22. 21.1
— — — — — — — — — — — —
—' j
4�— — —
f
SEE ENLARGED MEW—H
DETAIL B, SHEET C9
1. I 'UR L r F''-. ( 1 PERMIT:;
I �CT
2 ,
C',1Nf)11 "T N �)- T ON CUdhl`FI'LNCE.
CONTROL ENTRANCE
,t 'I%4,JA-LL --Il F IL H! CI N
5 N'.;TALL r)l r�1`NATFR I-)1TFI`,,'TM1 POI"ID TO ACT EI.IMEfJ T BASYI!PJ
k SIABIIJZL ROAD & DRAINAGE AF,,I-
T[
;N`;Ik IVPROVEVEN
8. 1` 1- D A N I-) I CH AI. I DISTURBED AREA�/`I-,-,TAU,-)
1 'LMivANENT VEGETATION 11 F I SE E D A`, 10 ES-IABIIqd VFC,LiATION,
cl.AN:
AND KDHVENTATIM CONTROL HVIC'FS SHALL
I C-T 1 61[T
K '1 UKF, I AND OPERATION FOLIOWING
y
RAM ALI [VENT AND IN NO
—v i I'Y RIJNOrF 11, I�, `
CA.""F !ESS THAN ONCE EVERY WEEK, ANY NFFDFP
HE AHS WILL HE 1.1ADE IMMEDIATELY 10 MAINTAIN ALL
IN THE OPERATING CONDIIIC)INS) INTENDED
2. AD AREAS WILL BE SEEDED, FERTIL17FID, AND RE',-FEDFD
A`, 'JE-L-FS)SARY AI0 MULCHED ACU)RDIN-, F0
C:Fi iN THE VEGETATION PLAN IN CULP TO
SI-I A0 MAINTAIN A VIGOROUS, DEN.-)F VFGFTATIVE
cu,.:R.
F D I f4 A N S1 -NI TRA(-'KF[) CJflO IHL ADJACFNI PUK'(-'
K',-) )HALL BE REMOVED ON A DAILY BASIS.
-'ALL 131 REMOVLD FROM HKI-IIND SILT I IJ CI N G
4. )�-I �,I-NT I�
& � `.:_ -�K NT ACCUIVU ATE) TO
DAI`),� WHFN TIHL HDAIL
A TTH OF ONE FOU
1-, Tj 1[ it ?MWATER PET-FMION POND 'JHALL BE CL'r-A[%iEI) (-JF
A I A­-1IMUL,-'JFD SEDIMENT UPON THE COVIFTION OF
<J C- TIO N.
LIIIT() 01 1 R U C I 10 N TFr
LIVITS PIS IUkHANCI
N
L j P4
K ix
1 21.4 r- Ls
7
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6
C6 (7 ,1 FID 1, 1F
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01' J� %
W 1J'RY k (1) FE
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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BW10M 2AU
F & (2) 171,S. JVUFLOW-24 0'
, — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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LEGEND
SILT FENCE E 1" WATER SERVICE C
C5 CIO C5 CI1
OUTLET PROTECTION 'F FIRE HYDRANT rDt
C5 C10 x C5 C1�
CHECK DAM G o-_ EC5SEWER SERVICE I1
INLET PROTECTION H,I , THRUST BLOCK F
CATCH BASIN C5 C'0 C5 LI/
VALVE & VALVE BOX A ® MANHOLE ,5(tc
O PERMANENT 2" RL.OWOFF B
C�C 11
NOTES:
I SEE
DETAIL
A, SHEET C10 FOR
TYPICAL PAVEMENT SECTION.
2. SEE
DETAIL
C, SHEET CIO FOR
NEW PAVEMENT SECTION.
.. SEE
DETAIL
J, SHEET CIO FOR
SIDEWALK CONSTRUCTION.
,t. REVFGLTATE
ALL DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
DETAIL E, SHEET
CIO.
5. SEE
DETAIL
IE, SHEET C11 FOR
TYPICAL TRENCH SECTION.
A PLAN -ARBOR GREEN WAY
C5 C5 SCALE: 1 `40'
B PROFILE -ARBOR GREEN WAY
C5 C5 HORIZONTAL SCALE: 1"-40'
VORTICAL SCALE: 1"=4'
MANHOLE TABLE
MANHOLE ID
RIM
INVERT IN
INVERT IN
INVERT OUT
COMMENTS
MH 1
21.781
13.00
-
11.26±
BUILT OLIVER
MANHOLE
MHJ2
22.7±
16.39LH 15
17.33 MH 3
16.38
MH 3
23.11 ±
17.85
17.84
M1�
25.67±
18.29
-
18.28
MH 5
25.32±
18.62
-
18.61
MH 6
26.321
19.4,-
-
19.43
MHO
26.671
19.7(_,
-
19.75
M �
26.75±
- _
-
20.00
MH 9
26.67±
-
19.50
MI-1 10
26.44±
19.17
-
19.16
MH 11
26.20±
18.8_`
-
18.82
MH 12
26.23±
18.15
-
18,14
MH #13
24.84±
17.34
17,33
MH 14
24.13±
17.OG
16.99
MH 15
23.42+
16,66 116.65
DRAINAGE STRUCTURE TABLE
STRUCTURE
RIM
INVERT IN
INVERT OUT
INVERT OUT
WEIR ELEV.
REMARKS
DS 1
22.731
20.7
-
CURB
INLET
DS 2
22.44±
20.5
20.5
-
-
CURB
INLET
DS 3
22.44±
20.3OS#2/0)
20.3
-
-
CURB
INLLT
DS 4
21.30±
20.20
20.20
21.0
YARD
INLET BYPASS
DS 5
22.44±
20.5
20.5
CURB
INLET
DS 6
22.73±
-
20.7
-
-
CURB
INLET
DS 7
25.63±
- _
23.8
-
-
CURB
INLET
DS 8
25.63±
23.6
-
23.6
-
CURB
INLET
DS 9
25.50±
23.1
23.1 (BASIN)
23.1 (BYPASS)
24.00
YARD
INLET BYPASS
DS 10
25.501
22.9
22.9
-
-
YARD
INLET SOLID COVER
DS 11
25.30±
22.6
22.6
-
-
YARD
INLET SOLID COVER
DS 12
24.30±
22.3
22.3
-
-
YARD
INLET SOLID COVER
DS 13
25.03±
23.3
23.3 (BASIN)
-
-
CURB
INLET
pS 14
25.031
23.4
23.4 (BASIN)
23.4 (BYPASS)
-
CURB
INLET
DS 15
23.90±
23.0
23.0
-
24.00
YARD
INLET BYPASS
DS 16
24.0±
-
21.5 (BASIN)
21.5 (BYPASS)
22.0
CURB
INLET
DS 17
23.5±
21.1
21.1 (BASIN)
21.1 (BYPASS)
22.0
YARD
INLET SOLID COVER
DS 18
23.001
-
18.2 (BASIN)
18.2 (BYPASS)
19.00
CURB
INLET
SPECIFIC WORK
..®ROUTE
ITEMS:
NEW
SEWER MAIN BELOW NEW STORM
DRAIN PfPE.
PROVIDE 24" MIN. BURY SEPARA110rI.
O2
ROUTE NEW
WATER MAIN BELOW NEW STORM
DRAIN PIPF.
PROVIDL 24" MIN, SEPARATION,
Q3
ROUTE NEW
WATER MAIN BELOW NEW SEWER
MAIN, PROVIDE 24" MINIMUM VERTICAL
SEPARATION,
PROVIDF 20LF DUCTILE IRON
WATER AND
SEWER M,kN CENTERED AT CROSSING.
4Q
(2) PVC ELECTRICAL
CONDUITS 10 BL SUPPLIED BY
CITY OF NEW BERN TO BE INSTALLED BY CON TRACTOR
AT 36" BURY & TAPE ENDS.
5
ROUTE NEW
WATER MAIN ABOVE NEW SEWER
MAIN. PROVIDE 24" MINIMUM VERTICAL
SEPARATION.
PROVIDE 20LF DUCTILE IRON
WATER AND
SEWER MAIN CENTERED AT CROSSING.
i I
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(1) 8„
BIORETFNTION A
BOUOM=200'
lam/
OVERFLOW=21 0'
I
S�EOIUFNCE OF OPERATION:
I. SECURE PROJECT PERMITS,
2. CONDUCT PRE -CONSTRUCTION i3ONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER RETENTION POND TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
/. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9, RESEED AS NECESSARY TO FS �ABLISH VEGETATION.
MAINTENANCE PLAN:
1 ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STA31UTY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED I ROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5 THE STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
I
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NEW PVC TE
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INSTALL (4)
22-1/2° FLBOW T=54,7
L=100
`L
1 1 RELEASE IOR PERMITS
ND. I DESCR'IPTIDN
Revisions
SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT EACILI l-Y
. 61�a
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7
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MH 4 MH 5
STA. 5+98.81 STA. 6+70.37
�! Q!cll�
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0+00 1+00 2+00 3+00 4+00
STA. 3+74.56 (Q ARBOR GREEN WAY}
STA. 18+12.10 (C ARBOR GREEN WAY)
V -t �Ico
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5-+ 00 6+00 7+00 1
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1 I RELEASE FOR PLRMITS
JKA 10/05/05
LEGEND
SILT FENCE gE 1" WATER SERVICE C � C6 C11
"j OUTLP PROTECTION_ DF FIRE HYDRANT -C6 c11
® CHFCK DAM @cd
a,,,,_SEWER SERVICE C6 C11
INLET PROTECTION 06i,
THRUST BLOCKF
CATCH BASIN C6 C11
VALVE & VALVE BOX _ A O MANHOLE G
_. - - C6 C11 C6 C11
Q PERMANENT 2' BLOWOFF B
C6 C11
NOTES:
1. SEE
DETAIL
A, SHEET CIO FOR
TYPICAL PAVEMENT SECTION.
2, SEE
DETAIL
C, SHEET C10 FOR
NLW PAVEMENT SECTION.
3. SEE
DETAIL
J, SHEET C10 FOR
SIDEWALK CONSTRUCTION.
4. REVEGFTATE
ALL DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
DETAIL L., SHEET
CIO.
5. SEE
DETAIL
H, SHEET C11 FOR
TYPICAL TRENCH SECTION.
MANHOLE TABLE
MANHOLE ID
RIM
INVERT IN
INVERT IN
INVERT OUT
COMMENTS
MH 1
21.78±
13.00
11.26±
BUILT OLIVER MANHOLE
MH 2
22.7�
16.39 MH 15
17.33 MH 3
16.38
MH 3
23.11±
17.85
17.84
MH 4
25.6 ,'±
18.29
MH 5
25.32±
18.62
18.61
MH 6
26.32±
19,44
-
19,43
MH 7
26.6 7±
19.76
-
19.75
MH 8
26.75+
-
-
20.00
MH 9
26.671
-
19.50
MH 10
26.44±
19.17
-
19.16
MH 11
26.20±
18.83
-
18.82
MH 12
26.23±-
18.15
-
18.14
MH 13
24.84±
17.34
17.33
MH 14
24.13±
17.00
16.99
MH 15
23.42±
16.66
-
16.65
DRAINAGE STRUCTURE TABLE
STRUCTURE
RIM
INVERT IN
INVERT OUT
INVERT OU1
WEIR ELEV.
REMARKS
DS 1
22.73±
20.7
-
-
CURB INLET
DS 2
22.44±
20.5
20.5
-
-
CURB INLET
DS 3
22,44±
20.3(DS#2/#5)
20.3
CURB INLET
D5 4
21.30±
20.20
20.20
21.0
YARD INLET BYPASS
DS 5
22.44±
20.5
20.5
-
CURB INLET
DS 6
22.73±
-
2C.7
-
CURB INLET
DS 7
25.63±
-
23.8
-
CURB INLET
DS 8
25.63±
23.6
-
23.6
-
CURB INLET
DS 9
25.50±-
23.1
23.1 (BASIN)
23.1 (BYPASS)
24.00
YARD {NEST BYPASS
DS 10
25.50±
22.9
22.9
-
-
YARD INLET SOLID COVEF'
DS 11
25.30±
22.6
22.6
-
YARD INLET/SOLID COVET'
DS 12
24.30±
22.3
22.3
-
-
YARD INLET SOLID COVFF'
DS 13
55.03±
23.3
23.3 (BASIN)
-
CURB INLET
DS 14
25.03±
23.4
23.4 (BASIN)
2 3. 4 (BYPASS)
-
CURB INLET
DS 15
23.90±
23.0
23.0
-
24.00
YARD INLET BYPASS
DS 16
24 0±
-
21.5 (BASIN)
21.5 (BYPASS)
22.0
CURB INLET
DS 17
23.5+
21.1
21.1 (BASIN)
121.1 (BYPASS)
22.0
YARD INLET SOLID COVER
DS 18 1100±
-
18.2 (BASIN)
18.2 (BYPASS)
19.00
CURB INLET
A PLAN -ARBOR GREEN WAY
Ub6 SCALE: 1"=40'
i
B PR OFILE-ARBOR GREEN WAY
C6 C6 HORIZONTAL SCALE: 1"=4a' 'VERTICAL SCALE: 1"=4'
SPECIFIC, WORK
ITEMS:
1Q
ROU I E NEW
SEWER MAIN BELOW NEW STORM
DRAIN PIPE,
PROVIDE 24" MIN. EURY SEPARATION.
U2
ROUTE NEW
WATER MAIN BELOW NEW STORM
DRAIN PIPE,
PROVIDE 24" MIN. SEPARATION.
Q3
ROUTE NEW
WATER MAIN BELOW NEW SEWER
MAIN. PROVIDE
24" MINIMUM VERTICAL
SEPARATION.
PROVIDE 20LF DUCTILE IRON
WATER AND
SEWER MAIN CENTERED AT CROSSING.
4Q(2)
PVC ELECTRICAL CONDUITS TO BE SUPPLIED BY
CITY OF NEW BERN TO BE INSTALLED BY CONTRACTOR
AT 36" BURY & TAPE ENDS.
QQ
ROUTE NEW
WATER MAIN ABOVE NEW SEWER
MAIN. PROVIDE
24" MINIMUM VERTICAL
SEPARATION,
PROVIDE 20LF DUCTILE IRON
WATER AND
SEWER MAIN CENTERED AT CROSSING.
MH 7 MH 8 MH 9
STA. 9+55.121 STA, 1 Q+12.1 Q STA. 1 Q+6Q.55
150.00' VC
PUI STA = 9+87.10
PVI ELEV = 27.0 CD
SFQUENG'E OF OPERATION,-
1. SECURE PROJECT PERMITS,
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3, INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER RETENTION POND TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7, INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION,
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2, ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPFCII ICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT,
5 THE STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
MN
A.D = -0.85 �
MH 1Q MN 11
°°
STA. 8+8Q.11
STA. 11+37.89 STA. 12+14.81
30
KI - 175.84 o
to 30
triw
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-- -- -
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i 8+00 9+00 10+00 11+00 12+00
NE1. DESCPIPTI❑N BY I DATE
Revisions
SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NOTE:
ALL FILE MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORFOW PIT FACILITY
Q 40 40� 40
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05075

EFGFND
SILT FENCE E 1" WATER SERVICE C
c7 C10 c7 c11
OUTLET PROTECTION F FIRE HYDRANT D
c7 cla c7 t�11
® CHECK DAM C ;EWER SERVICE E
C7 C10/ C/ �;11
INLET PROTECTION FI,I THRUST BLOCK E
CATCH BASIN C7 C1Q C7 )11
VALVE & VALVE BOX A O MANHOLE G
C7 C11 C7 t'11
PERMANENT 2" BLOWOFF B
C7 C11
rR)TES:
I.
SEE
DETAIL
A, SHEET CIO FOR
TYPICAL PAVEMENT SECTION.
.
SEE
DETAIL
C, SHEET CIO FOR
NEW PAVEMENT SECTION.
5.
SEE
DETAIL
J, SHEET C10 FOR
SIDEWALK CONSTRUCTION.
4.
REVEGETATE
AI..E DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
DETAIL L, SHEET
CIO.
5.
SEE
DETAIL
H, SHEET C11 FOR
TYPICAL TRENCH SECTION.
SPF CIF1C WORK ITEMS:
O ROU TE NEW SEWER MAIN BELOW NEW STORM
DRAIN PIPE. PROVIDE 24" MIN. BURY SFPARA1ION.
Q ROUTE NEW WATER MAIN BELOW NEW STORM
DRAIN PIPE. PROVIDE 24" MIN. SEPARATION.
Q ROUTE NEW WATER MAIN BELOW NEW SEWER
MAIN. PROVIDE 24" MINIMUM VERTICAL
SEPARATION, PROVIDE 20LF DUCTILE IRON
WATFR AND SEWER MAIN CENTERED AT CROSSING.
d (2) PVC ELECTRICAL CONDUITS TO BE SUPPLIED BY
CITY OF NEW FERN TO BE INSTALLED BY CONTRACTOR
AT 36" BURY & TAPE ENDS.
5 ROUTE NEW WATER MAIN ABOVE NEW S_FWFR
MAIN. PROVIDE 24" MINIMUM VERTICAL
SEPARATION. PROVIDE 20LF DUCTILE IRON
WATER AND SEWER MAIN CENTERED AT CROSSING.
vEOUENCE OF OPERA IION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
�. INSTALL GRAVEL CONTROL ENTRANCE.
4 INSTALL SILT FENCING.
5. INSTALL SIORMWAIE R RETENTION POND TO ACT AS SEDIMENT BASII,1
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION,
qAPLAN-AR_BOR GREEN WAYCALE: 1'-40' - -
B PROFILE --ARBOR GREEN WAY
C7 C7� HORIZONTAL_ SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED,
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSF VEGETATIVE
COVER,
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4, SFDIMFNT SHALL B- REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE [COT.
5 TIME STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
SPECIAL SEEDfNG NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUEEI,CiEN I
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMAPJENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVLI OPMENT
NOTE:
ALL FILE MATERIAL NEEDED �O COMPLE I L
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITU)' SHAD BE OBTAI(,,IED FROM
A PROPERLY PERMITTED BORROW PI I FACILITY
100.00'
VC
100.00'
Vc
PVI STA =
13+12.10
PVI STA -
14+12.10
PVI EEEV
= 26.0
w
PVI FLEV
= 26.5
A.D. =
0.81
M
A.D. _
-1 41
DRAINAGE STRUCTURE TABLE
STRUCTURE
RIM
INVERI IN
INVERT OUT
INVERT OUT
WEIR EEEV.
REMARKS
CURB INLET
DS#1
22.73±
-
20..7
--
DS 2
22.44±
20.5
20.5
-
-
CURB INLET
DS 3 _
22.44±
20. 3 (0s#2/#-9)
20.20
20.3
20.20
-
-
CURB INLET
DS 4
21.30±
21.0
YARD INLET BYPASS
DS#5
22 44±
20.5
20.5
- _
-
CURB INLET
DS 6
22.73±
-
20 7
i
CURB INLET
DS 7
25.63±
23,8
- - -
CURB INLET
DS 8
25.63±
23.6
-
23.6
CURB INLET
DS 9
25.501
23.1
23.1 (BASIN)
23.1 (BYPASS)
24.00
YARD INLET BYPASS
DS 10
25.50+
22.9
22.9
-
YARD INLET SOLID COVER
DS 11
25.30±
22.6
22.6
- _
-
YARD INLET SOLID COVER
DS 12
24.301
22.3
22.3
-
-
YARD INLET SO_ HD COVER
DD Sj 13
25.03±
23.3
23.3 (BASIN)
-
-
CURB INLET
DS 14
25.03±
23.4
23.4 (BASIN)
73.4 (UP AS-3)
-
CURB INLET
DS 15
23.90±
23.0
23.0
- _
24.00
YARD INLET BYPASS
DS 16
24.01
7.1.5 (BASIN)
21.5 (BYPASS)
22.0
CURB INLET
DS 17
23.5±
21.1
21.1 (BASIN)
21.1 (BYPASS)
22.0
YARD INLET SOLID COVER
DS 18
23.00±
18.2 (BASIN)
18.2 (B)PASS)
19.00
CURB INLET
_o K = 123.81 C-, CD K = 7C.67 o MF! 13 MH 14
' N STA. 15+82.81 STA. 16+60.01
30 �, _ -
_.._
CN MF# 1 2 QD
STA. 13+82.81
��
28 _.
14 �
o
- -
LO
12
-- -
10
V,
L
8
-----.
1 I RELEASE FOR PERMITS
JKA 10/05/05
N❑, DESI RIPTI❑N BY DATE
Revisions
MANHOLE TABLE
MANHOLE ID
RIM
INVERT IN
INVERT IN
INVERT OUT
COMMENTS
MH 1
21.78±
13.00
-
11.261
BUILT OUVER MANHOLF
MH 2
22.7±
16.39 MH 15
17.33 MH 3
16.38
MH 3
23.111
17.85
-
17.84
MH 4
25.67±
18.29
-
13.28
MH 5
25.32-±-
18.62
18.61
MH 6
26.32±
19.44
-
19.43
MiH#7
26.67±
19.76
-
19,75
MN 8
26.75±
-
-
20.00
MH 9
26.67±
-
-
19,50
MH 10
26.44±
19.17
-
111.16
MH 11
26.20±
18.83
-
18-82
ft12
26.23±
18.15
-
16.14
MH 13
24.841
11.34
1 ?.33
MH 14
24.13±
17.00
1t3.99
MH 15
23.42±
16.66
-
16-65
-
MH#15 MH 2
STA. 17+37.20 1 STA.18+02.10
30
28
26
- - -- - 24
22
I 8
65LF 8`PV
- 16
I�
- -
12
" PVC WATER MAIN
00 N � - `t
O OQ --Y A
N t 0 Ln
N C9 CO N C9 Cal N N �? N N
C11 N i� N N CV CN CV N N N N N N N CY N
1 13+00 14+00 15+00 16+00 17+00 18+00
STA. 18+12.10 (iL ARBOR GREEN WAY) 80 o ao ao 40
STA. 3+74.56 (CE ARBOR GREEN WAY -
OLn
Q
(Z)
O
E, Q
� w
0
_ 00
L ) f�
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w 7 cN
(y
ET-1 6
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o
z
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° o�
U o N
® a-
001
O
w �00
W0
QE4
Q
�o
Imo__ +
w�
I Q
w�waz
0
o� E--4
�
� Z� E
a
050'75
. w,

A F [\J I A R C, I r-) W `)TORMWAIFR RETENTION POND
LLLVATI ON= 1 6.0'—\
FOREDAY [LE'v,'ATIjN= UO'
Tl-_[ 1v1WATER DETENTION POND CROSS. -SECTION
C81 C81'1-1) I TO SCALE
I L-1 I J I1lF
PERMANENT POOL ELEVATION — 17,0'
POND B0 I" (�
TT'M ELEVAPO.N= 11 0'
TYPHA LATIFOLIA
(COMMON CATTAIL (u T)_
O.C. EACH 'NAY
it
SAFETY LFrG7F
10
SLO.UENCL., ­ ) [ OP R A T
1. SECURE Pf<.ij,'[,_'l
2 CONDUF_1 111-1 COPJS 1 R U C I I i tl l L I H F.
,4
3 INSTALL AU CCJ1''TPOL L I TF, I,'(-'E.
c- F L N Gh � 4. 1 1 T ALL i L 1j,
`, INSTALL I `1FI`vtVAT[F RFIL Nhi-1 Pf-rlq'- 10 ACI A (EDIMIFNI I-)ASh 6. HU GRAL)l & `)iABUZL ROAD k ''P`JACZ A R F A
7, 1N'_JIALL L 1iMP,,-,,0VLMFHTQJ
8. SEED AND PJ'LkOH 41-L MTURRFI­) 'fl PrrVANLNT VECLFTAII,0N
9. PFSFFD Ac fdE +.;F S ^�.RY TO V,
) I SL ALL [R&_F`J AND EDIMEIJT�L',_`�
BE CHILC'Kt I )R ',rJABU i Y f1A1lJ)
EVERY R� I l"� �'il i - PRF)DUCI I'Al I "I 'Al I FVI'L,',] " AND CN NO
CA'IIAN �`N(l L'VLRI,,,LLK. ANY NEEDED
RIEPAIRS WILL HL VALL IC Vl"INTAIL, ALL
DEVISES IN H1 CLFER)ATNT[NDLD.
2. ALL ARFH`_, AILL UL `_,ELDLD, AND RF'�ELDLD
AC N[Cf AND V1,110HI'D 1`0_. FT) I 1 J 1-, 10,
S PE U F11 C A N !LIE VLC, L T A I H I 'I A N 1 0 R 1.—) r r% TO
L`J'TAB VJD MAINTAIN VI 0 JDEI`1_)F VLGLIAIIVF
COVI R.
3, A IN Y `_') E IL) I M 11 TRACKED GtITO TIIE_ ADJAC[NI PUI�LIC
RIV�VLD ;-)N A ! U Y BASIS.
ROAD '��'N I 1 0 � , . "iN
4. SLDULtJ I LA, 1 BF RFVOVID F"1,1 `F1 111Jr) SLI FENCING)
& CHECK I)AVS WHEN THE c�TLDIMFIIT A(_'('_UMJLAT,'1__, TO
A N-PTH OF CAf FOCIT,
5 THE C10IR'U141IR F`LIENTION PCI'111 _flALL BE CLEANED CIF
ANY AC( _'�,VULATFIJ `)EDUUJr UPON 1�:1— r`_'MP1FP0N Gi
CON S-T 71t
LE.VAIION-17 C'
SPEUAL SHIM6 NOTE:
THE CONTRA,]01) SHALL PROVIDL A (_-,ROUNDC0VLR SUFFICIEN I
`ON CH LXPO' [D SLOPES 4MM THE '-:I 1ORTER
TO RES-MN-MN EROS! -) I -
OF 15 WORKING DAYS OR .-2)0 CALENDAR DAYS) I'0LL(.,&NG
U �� r J ANY PHA7 OF GRADING- A PLFMANr�,Ji
All'i FTIMI -) I
GROUNDCOV[It FOR ALL DI'-)TURBFD AREI, S W!IHIN THE SHORTER OF
WORKW, )AY() OR 90 -Al FNDAR DAYS I (_)LMMIPI FTION
VV'�No
OF (,f -IN(_-Ij,,I_j�%TION OR Df_VFL0PVFNT-
_N 0 TE -
L L F 11L IL V A T L R) L N E E P F 1) 10 C 01�� IP [_ L I- F
1[ R'_`JE(-'T T`GT GLNERATED FROM ON SITE
'R, A A C
ILI V, -IFQ
`HALL. BE OD 1AINED � ROM
�Ty
A PROPERI-Y PERM 1T TFD BORROW FT1 F/-,\CiL
1RA'_)H SCREEN- #4 RFBAR @_r 6" O.C.)
rrA.('H WAY NFIL0h) 10 FRAME AND
ATTACHFID 10 EACH OVERFLOW WEIR
OPENING
R I
ELEVATION OVERI I ()'N WEIR - 184
INVERT
2 (_)F1r_10E/ OUTLET FLFIE — 17,',-)'
I
INVE R-1 _1�NL_L ;_ PIP[ — 16.0'
TOP [-')F F(-)1_jTING — 1_').0'
�.j
IXA 0 F
2 NCTUT/SJORMbI,\TM L0P M L. N T SI J K, A 5
.. 7
N [J, FIN
Rev', oils
I 1_61 N I
1[ T FILNC:
L.POILF
_4 717
TC1
01
R. 11 H" v 1 P, 41T.1TIJI-T
Cl
CHECK DAM f' S- E WE R F C
-_T-. 1
1111ET I H F 1 0 C" K
,
CATCH PA�jlN 7-j
VALVE & K VF -BOX
O P-f-d'JANINT 2" BL0VV0rF( B
C
L L
�' 1, F I
I.' I - TAIL A, H FL
f' I �'
FOR
71
(I'l C_A L PA V[ 'M,. I [ I F 11011
2. A IF
DETAIL Hff fi
C11 0 F
1UvV PAV[I`v11L E.! ir J' PCIJ.
S. `_11
F)L TAIL J, ')HLL I
C1 0 I OR
�_X)LWALK
4. RFVUETATF ALL DISTURBED
AKA','J !% Aff"Mmi(I
'NJH
THE PROJECT VEGETA11I()N
FTAh, 'SEE
DETAIL L, SIfi E I C-10
L '7�
.j. J� F
Id i !
DETAIL H, cl
I I F
T, 11 1 -1 F', L! 1
A L
, , � I . . -, - ., .-1 -1 - . . ... . . .. -
PLAN
AST IRON HD AND FRAME MARKED "STORM DRAIN"
6" THICK CAP
1 1J, 3 4 12 " G C. F A C H W A Y 3" WIDE x 1/4" THICK Mlir I AL
STRAPS 24 0 0_ ANCH01,!FP)
'fl CON­CRLfE 12" MIN.
8" kmND BFAM (TYPICAL OF 4'
CLEAR (TYP)-j
5' CLEAR
6" DIA GALV PIPE WELDED
TO 1/11" STEEL PLATE ATTACH
TO WAIL WITH (4) 112" DIA.
[XPANAON BOLTS
HAPDW� Ak[ NID STAINI.F`
!.EE_L_ STPAp
4
4
14
4
I F------
8" CU-CONCRETE FILE A[L CELL
#5 DOWEL 5( 16" O.C. PROVIDE
9" BEND
7'x 7'
\—J3 CO 12 O.C'. EACH WAY
2OU TL F _T_ Q TR U C TU F,'J'
U L NW 10 HALF
'J
L & 0 FF",
0 L F r,') P R I A T i 0
I'vIETAL FJ'L & 30" FF'_
x 182 111I­K COk"RETE
ANCHOPAIGE FOP PIPE
JAN 13 2006
py"
CD
U I
1l. j
X
j
X
H-)
0
LL
w
key
O
z
0
z
0
114 F4
F-4
O
E­4
to 0 O >0 40
0 (, 5
A

1 0 --
- I 16.1 INV
15' Kll
IT
II q _-�C C PI UG FX'END
+r NV. �-�/ 4 AB')VE MULCH LAYER (TYP LE ti / II ,�
-CLE N )I T & PLI_IG-EX iEN{)
I
cJn 4" A V_ LCH LAYER (TYP OF 3)
ii \ HmRLTFNTIfrN BASIN.i
} 1 S1.7TTOM=li1_Q' c�
II [. ) II L i -
OVL4Zf LOW-21 0'
z li L� pit V 1 1,8 INV _--�_P[R[ORATED PI PIPE r
1 u tl + 8.. 1 G
Jill 6" E FO SATED P I (1 -- _-____- ___=�
1 /. 5 NVCD
1
11
rr I+ A I[ V 17. 7 I N `J �c' CD
cyo
II 17_8 INV 18,, I$ vI
68, 00 ---
Er !y, II 1
li
ii - - C PERfORATED Pf PIPE (1YP)
it
it x'u 1 /.J INV
u - -
I
I�u
i n
ENI ARCED VIEW - BIORCTENTION BASIN #3
rc
ll C4 C9 SCAB F: 1" 20'
(1.�. IIdV�
2 7.(_)
�r 16. 5
INV,
A ENLARGED Vi[ `,N BIOR� T[ NTION BASIN 1
,-Cl LANOUT & PLUG -EXTEND
4" ABOVE MIDI CH LAYER (TYP OF 6)
------- - - - - - - - - - - - - - - - - - - - - - - - - - - ---
C_7C?C'C�C�C"K_X ��[�C�X7C:-� z�c �•=��C�?C C'�C_Y�C.X>C�CX�CX �C= �C�C 7C=7C �C7" �C���C�C �C�C�� �`X�x �C��C�C�C�." x-�c x X �CX .�C7C?OC���C�%C��C r .�C=x.=: __ _.� _� :X-���.
I 77 INV-- �- � ---_
I NfGRE. iEN-11(tl HASIN #2- 18.4 1 Nv _
C-4 BOT Tt IV - 21. ()' II 0
T2 OL
PFRFORA,FF1 PE PIPF (TYP) OVERT I.OW22 0'
18J INV II I -
21 �
INV. �
12~J. 12.39
I C"4 6" PERFORATED PE PIPE (TYP) - -1
I
=U
t t�
I PARCH.. R 8. 1 V 6, 1V,7 ��
D S#1
} J)1( �- - - �- -- J 'C T ' PF IRA . I TION CO F
I ; 21. .5'R
I INV,
B ENLARGED VFW - EiIGRH'TENTION BASIN #2
C4 C9 `:HALE. 1"=20'
U/i 1
UNG(TYI)
ti '�FPiLSF F P A I N FOR D I W N SI0NS
THMPTARY T )!�I I FVFL
x S' MUCH LAYER ?
1 r 18" IHICK P€ IPWFU VY /SAND LAYER -CFI `17 IFICATON BELOW E
CRAE FII TFRF,*mr �1
V
UNDERDRAIN TRENCH-`,EE DE iAIE EXISTING SOIL/SUBCRADE
SFFCiFIi ATION S:
PRFPARFD `QI1. SAND SPFI'iFICATION!
iHF PRFPARID SO! / ,ANC} IAYER SHALL CONSIST OF SOIL MkIURE CONSISiING O� 85-88% CLEAN
_ONSTRIICTICiTd SAND 8-12% SILT OR CLAY AND 3 5% ORCANI�' MATTER. THE SOILS SHALL BE MIXED
TI IOROUGHLY TO PRO`v'IDF A UNIFORM CONSISTENCY, SOIL PFI. NI iROGE_N, AND PHOSPHOROUS LEVELS
`;HALL BF ADJUSTED BY TI IE LANDSCAPE CONTRACTOR FOR 11-IF PLANTS SF[ FCTFD. SOIL ADDITIVES
'-flA[[- BE ADDED TO ADJLI T SOIL VALUFS TO RCCOMMC_ND(:) VAIXS. AI[ SQI[ MIXING;, TESTING
AND SUPP[FMFNTATI(!N SH/I H.. BE SUPERVISED BY A LICENSE[) NORTH CARGIINA LANDSCAPE CONTRACTOR
MkJL CH
,` AR'F S! RLDDED [TARD'+1v0; �D, ACED 6 MONTHS MINIMUM
PFRFORATFD-PIPE
CON11CH A 2000 PLF'FORMW PIPL, NET 1.98 SQ. INCHES OPENING AREA PFR LINEAR FOOT.
,ONFORMING TO ASTM F9/19 AND INFLOW GIOVETRY OF AASh 10 M252.
PV'-PIPE
A' -'TM D 1 785, SCH Dll[_E 40
`1iONF
NC,D()T 'VF #67 OR APPROVFD FC)[IAI.
FII TFR FAFFIt,
III IER FAERiC: TREVTRA SPULIBOUND #1150 NONWOVEN (16 O. //Sy)
�1(TO `-ECTION - BIORETENTION AREA (IMILAR LACE F A'-- �
C I .NOT TO SCALE. - - - - - -
�,
NOTE:
THE CONTRACTOR SHALL NOT PLACE OR USE ANY HEAVY EARTH MOVING
EQUIPMENT IN THE BIORETENTION AREA TO AVOID COMPACTION OF THE
UNDERLYING SOILS.
- -- -- _ _ J25.94 10 ------ . 1 - -
CFLANUU i & PLUG-LX I EN'9 �'
?119 INv �4" ABOVE MULCH LTYP Of AYER +
j 11 I� PVC. TO P[_ iRAN WITH COUPL[NG(TYP) BI/�ORETENTION BASIN
�! B0TTOM - 2J.0' r
li
1 / 6„ i,Vt 20.8 INV 21 7 I17
1 20Ei INV o� c) A
I1 1 20.7 1NV - 6" PER PE PIPE (TYP)
21.7 INV
t
_ - _
-----------
[_IV -- -�
�,i / '
� ��-WA (61 /w, 31 B/B, PUJ -, c)
---I11E II-) Pi �
_--=1-
w�.l o' rj4 E JI ARGF��_-VTeV�- BI(iRI TE F3ASiN #4 �- �--� : - -� - - _ - _ _ - -- -
rA 1 k ('AI -F: 1 "= 20'
1 #9
D'V 10
i�5#1 �`-
L­,
�MULCH '[AYFR
18 THICK PREM111) SoliI AE,JD L+- FR SFE TION FT, OW
HI IFR TAPRJC
GRAVEL BED
% 1
lL '
"-ES011./S,JFi!,RADL
6" PER F, PIPE-
51 E PLANS I ()I, INVi R
IN`TAI':. PFFFC,PAIII)N IN LIP Pxi ITaON
�J cTCTN� ­,DOP[ EI'I N':H RGTTi�lY
TO 'LOIN" IE)E WITH FIE, SLOPE
SEQUENCE OF CO ST\CI]ON FOR,
BI(=)RE T ENTION AREA:
1, THE
BIURETFNTION AR[ --A SHA[-E
BF EXCAVATED TO PROVIDE A 1
FOOT STC)F,A-E DEPTH
TBF BIORETEN T ION AREA SHALL BE
UTILIZED AS A SEDIMENT TRAP
D� RIfJt t:ONSTf UC III i[.J.
INSTALL
it-1 STORPvI DRAIN P'PING
SYSTEM TO ROUTE ALL RUNOFF
TO THE DIORETENTIr-1'`; ��I1k
2. k ] E
R INSTAI-EATIOi''J 0 ASI�HA1-_1
PAf KING AREA, rdf.. BIORETEN
10[''J AREA `; II riLL BE
EXCAVAl
[ D TO THE FINAL 50B(JRADE ELE VAT N,
. HE
OP �" O� TI It SUBCRADE
QHALL BE SCARIFIED VVI TI I A RO-I f"dRY TI[-1 \,
4. 1111
UNI-LRIJRAIN SYSTEM ')Hi 1. l
BE INSTAL_[ f- D,
IHL
SJIL/SAND MIXTURE SHALE
BE INSIALL[0.
6, Al 1.
P!.ANTS SHALE BE INSTALLED.
, 11HE
IVJ�__CH LAYER ;HALE BE
I kjjffl,
LECEND
~Il i FNCI E 1" WATER SERVICE C
C9 C11�
CUTLET PF'OTECTION F FIRE HYDRANT D
�C9 C10 C9 Cl
® CHLCK D4+ G o- SEWER SERVICE -E
C9 C10 ,;C9�C11
INUT PRO ECTION/ Il,l` THRU ,T FLOCK F
CATCH PA`IIN 09�(,10 C9 Lc11
VA[VF & IALVE BOX A S MANHOLE -- - /_.
\c-`1 C11 O CI C11
PERMANENT 2" BLOWOFF B
�_ c�T c11
NQTE
1. SEE DETAIL A, SHFFT CIO FOR TYPICAL PAVFVFNT SF( 10N.
2. SEE DETAIL F', SHEET C10 F(JR NEW PAVEMENT SECTION.
3. `ALL DL J AIL J, `IIIL 1 C1 D 1 01,' `jDLWALK CUN', I RUE; i ION.
.1 RFV� (SETA TE ALL DISTURB[.-D AREAS IN ACCORDANCE
WITH THE P` ,)JFCT VFGLTATION PLAN, SFF
DETAIL L, `-,i 1TET ('110.
5. SEE DETAIL H, SHEET C11 FOR TYPICAL TRENCH SECTION.
SPECIAL SEEDING) HOTS
THE CONTRACTOR SHALL PROVIDE A GR0IJNDC0\, R, 3-UFr1Elk T
10 RFSWIN FROSS ON ON EXPOSED SLOPES WITI{I[,J 1HF H+:=iRTFR
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOI LOWING
COMPLETION OF Al-JY PHASE OF GRADING: AND A PERMANLN 1
CROUNDCOVER FOR ALL DISTURF3ED AREAS WTI-IIN THE SH(=)RTLR OE
15 WORKING DAYS OR 90 CALENDAR DAYS FOL.Lo WING COMPLETION
OF CONSTRUCTION OR DEVF[_OPMFN T
NOTE.
,ALL FILL MATERIAL NEEDED TO €1P'v1P1__E�_E
THE PROJECT NOT GENFRATEO [ ROM CIN SITE
CRADI('JG ACTI`VMES S)HAEE BE DLL > AINED FR M
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DC10ANEW PAVEMENT SECTION
NOT TO SCALE
30"
1"
6„
2" RADIUS
111,=_IIIi�1lllllllll�-IIIII p PAVEMENT
0 =I I 1
s l �— '—I I
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CONCRFT 7 1 /2».
CURB & GUTTERW.
ABC STONE �a
NOTES:
1, CONTRACTION JOINTS SHALT_._ BE PLACED 10 -0" O.C. TO A MINIMUM
DEPTH OF 1 -1 /2".
2. CONTRACTION JOINTS SHALL BE FILLED COMPLETELY WITH A JOINT FILLER
SUITABLE FOR THE APPLICATION.
3. EXPANSION JOINTS SHALL_ BE PLACED 80' O.C. AND ADJACENT TO ALL
FIXED OBJECTS (WALLS, WALKS, ETC.)
4. PROVIDE AT ELEVATIONS SHOWN. SLOPE CURB & CUTTER EVENLY BETWEEN
SPOT ELEVATIONS.
g CURB AND GUTTER
C10 NOT TO SCALE
9" cF n �,A AcpuAI T QIIDCAiT COURSE
T � 16„ SFLECI TILL
PUBLIC ROAD
C�I NEW PAVEMENT SECTION
C10 NOT TO SCALE
0000 06 LAYER OF COARSE AGGREGATE
OVER 12" LAYER OF STONE BASF
0 0 0 0 0 COARSE
0 0 0
°° 0 0 0
50' 0°0°0
0 0
o0 0-0
00 10
°°0
0°0°0°0 10
EDGE OF EXISTING
ROADWAY PAVEMENT
f) GRAVEL CONTROL EN TRANCE
10 NOT TO SCALE
R/W
SELF ANCHORING
METAL POST @ ()' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3' FiLTER FABRIC
8 FLOW
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3'
E SILT FENCE
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SECTION A ---A
A
B
C
D
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MAX. RIP RAI' SIZE
15„
5'
8'
8'
12„
9„
18"
5'
8'
8'
12"
9" -
24"
7 .5'
12'
12'
18"
14"
FjFC
OUTLET PROTECTION
0 NOT TC
SCALE
12 THICK LAYER OF
#57 STONE ON UPSTREAM
END OF CHECK DAM
7�%� O000o ooaooaaog�oo o (�00000
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NOTES:
4' 4' 1. CONSTRUCT CHECK DAM OF RIP
RAP STONI_ PLACED IN ACCORDANCE
00 WITH DETAIL,
O O
00000000
000 000
00 000 �000 O 2. SEDIMENT BEHIND THE CHECK DAM
000 0 0000000 00o SHALL BE REMOVED ONCE THE LEVEL
000000000000 0000000 IS WITHIN 6" OF THE CENTERLINE
0�00000o°oOOo°o0o000°0o CREST OF THE DAM.
0069
00000000000000 O 3. SHOULD SCOUR DEVELOP AT THE
00000000 DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
FLOW
PRECTION 4. PROVIDI= 12" MIN. FINE GRAVEL
ON UPSTRI-AM END OF CHECK DAM.
G CHECK DAM
CH NOT TO SCALE
6" THICK NCDOT --\
#57 STONE AROUND
PERIMETER
RIM ELEVATION
Q
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d
a
INVERT OUT
1 RELEASE FMR PERMITS IO/05/05
-------------- 2" X 2" X 3' WOOD POST JKA �—-
NCDOT #57 STONE
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
r 2" X 2" X 3' WOOD POST
18"
`-BURY FABRIC
CATCH BASIN
NOTE;
PROVIDE SEDIMENT TRAP AT ALL
CATCH BASINS & DROP INLETS,
H SEDIMENT TRAP
CIO NOT TO SCALE
CURB INLET FRAME/
COVER ROAD
24" MINIMUM
10"
6
8" CONCRETE
�- GROUT ENTRANCE
4
STORM DRAIN PIPE
SIZ-AS INDICATED
KEY
6" COMPACTED STONE #5 ,4 12" Q.C. E.W.
NOTE;
PROVIDE SEDIMENT TRAP AT ALL
CATCH BASINS.
Ca1 CATCH BASIN
l TO SCALE
4'
2' 2.' ' ASPHALT
SIDEWALK MEDIAN CUUTTER PAVEMENT
SLOPE TOWARD C/G
1 4":1'
2"
4"
6x6 WWI_ 10/10
11 SIDEWALK
C10 NOT I0 —SCALE
NEW 1 1 /2" ASPHALT —
O __ O f.. -0 O
1'
f
N❑, DESCRIPTI❑N - I BY i DATE
Revisions
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FLRTL17ER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SI EDED
AREA, THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS,
SPECIAL SEEDING NOTE.
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVFR SIJIHCENT TO RESTRAIN
EROSION ON EXPOSED SLOPES WITHIN THE SHORTER OF 15 WORKING DAYS OR
30 CALENDER DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING: AND
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHTNG THE SHORTER OF 15
WORKING DAYS OF 90 CALFNDER DAYS FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT.
8" SOLID CMU WIER
BYPASS P111 F11M—\
UPSTREAM SYSTEM
SIZE AS INDICATED
L VEGETATION PLAN
C10 NOT TO SCALE
SEED AND MULCH TOP OF BANK TO TOP OF BANK
FOR ENTIRE LENGTH OF SWALE
3 OR 5 3 OR 5
M VEGETATED SWALE
C1q NOT TO SCALE
OUTLET PIPE TO BASIN-SIZF AS INDICATED
FRAME & GRATE
OVER INLET CHAMBER ONLY
INLET PIPE -SIZE AS INDICATED
It
1 _ - I
FILET CHAMBF�
I
BYPASS
N
CHAMBER
6'
PLAN
#5 4 6" OC EACH WAY PIPE INLET FLUSH —
WITH INSIDE WALL
RIM ELEVATION
EXISTING ASPHALT TOP Or WEIR
INVERT TO BYPASS
INVERT TO BASIN
EXISTING 6" STONE BASE
NEW 6" STONE BASE
COMPACTED SU13GRADE
CONNECTION TO EXISTING ASPHALT
NOT TO SCALE
8" MIN
BYPASS PIPE -SIZE AS INDICATED
FRAME & GRATE
8" THICK CONCRETE TOP
8" CMU-GROUT FILL ALL CELLS
PIPE TYPE & SIZE
AS INDICATED
#5 DOWEL 0 16" OC
EACH SIDE
L I'd 14
SECTION A -A
STQRMWATER BYPASS STRUCTURE SEE DRAINAGE STRUCTURE SUMMARY TABLE
NOT TO SCALE FOR STRUCTURE ELEVATION DATA
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GRAVITY
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CAST IRON
TYPE
VALVE BOX
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NMON
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1 /3
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A VALVE AND VALVE BOX
jv
NOT TO SCALE
CAST IRON -
METER BOX
J.
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VALUE BOX-------
WATER MAIN
oWATER MAIN PLUG
f WITH 2" TAP
1 L BRASS NIPPLE
2" BALL VALVE
SCH 80 PVC
COUPLINGS
2" PVC SCH. 40 PIPING
B PERMANENT 2" BLOWQFF ASSEMBLY
C 1 1 N O T TO SCALE ----------- _ ___ _. __.--
BACK OF CURB
OR SIDEWALK
` CAST IRON
1" SERVICE TUBIf-,1GMETER BOX
+4a
/ KEEP LINE SLACK
�PEASTIC STIFFNER
—CORPORATION STOP
J TAPPING SADDLE
WATER MAIN
C V, WATER SERVICE
C11� NET TF1 SCALE
2" BRASS PLUG
2" FEMALE GRAVL
COUPLING SEWER
BRICK SUPPORTS
T❑ 8METER-BY OTHERS
PIN. DEPTH
0
I SERVICE
TO RESIDENCE
BRICK SUPPORTS
(4 EACH)
FACE PUMPER
CONNECTION 10
STREET
4 ® 2„
6" VALVE AND VALVE BOX 3' -6" FURY
2 Cl THRUST BLOCK
2 CUBIC FOOT'
THRUST BLOCK ITEE - HYDRANT DRAIN HOLES
WATER MAIN DO NOT BI OCK
3/4" TIE RODS
BACK TO MAIN 2 OF #57 GRAVEL
D TIRE HYDRANT ASSEMBLY
C11 NOT TO SCALE
PAVEMENT
RUBBER CAP
4„
T7IJ OUT
0
PLAN
2' BACK OF CURB
OR SIDEWALK '
CLEAN OUT TO BE SET
24" ABOVE FINISH GRADE
CURB AND GUTTER
3"
8„ i 2'- 0" 8„
4' MINIMUM
--CAST-M-PLACE
STEPS
0
4" MIN. /
RIM LLEVATIOW_ih
--MANHOLE FRAME AND COVER
COMBINATION WYE RUBBER CAP
AND 1/8 BEND
a
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/2° BEND STUB OUT 1' PAST WYE /\
• • • •
STUB 40 PVC DWV SEWER
SERVICE AT 1% MIN.
GRADE (ASTM D-2665,
D-1785)
SECTION
PVC SANITARY SEWER SERVICE
NOT TO SCALE
C
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UNDISTURBE,
PLAN EARTH
D/2 (MIN)
a n
(MIN)
'llll!
IIE
—
ELEVATION
I UNDISTURBED
FLIP BENDS EARTH
PLAN
FQR TEES
THRUST BLOCK DIMENSION D
IN FEET
NOM,
PIPE
DIA.
DEAD
END
90'
BEND
45'
BEND
22 1/2°
BEND
11 1/4'
BEND
2"
1.0
1.2
1.0
0.7
0.7
4"
1.3
16
1.2
0.9
0.8
6"
2.1
2.3
1 7
1.
8"
2.5
1 2.8
21
1.5
1.0
1
18
1.4
F TYPICAL THRUST BLOCK SIZES
C11 NOT TO SCALE
6"x6" 6 6 WWF IN CENTER
THIRD F WALL AND IN
TONGUE AND GROOVE,
TAPERED LIFTING
HOLE
RUBBER BOOT
INV. IN
-SHAPED MH INVERT
OF CONCRETE
-GROUT 3" MIN.
THICKNE
i /\\%/\\�-. . COMPACTED
SUBGRADESEE NOTE 3
xAA��\���\/�A�///////�VA/V//
5" 5" 6" MIN. GRAVEL
#4 @ 1 Z" 0. C. BASE
EACH WAY
rG PRECAST MANHOLE
C11 NOT TO SCALE
SEE SPECS FOR BURY
REQUIREMENTS
FBURIED WARNING AND
IDIENTIFICATION TAPE
FINAL BACKFILL
9" LIFTS MAX
BURIED DETECTION WIRE
FOR NO)N-METALLIC PIPE -
SEE SPECS FOR BURY
RCQUIi,EVIENTS
POLYETHYLENE ENCASEMENT INITIAL BACKFILL
ON METALLIC PIPE ONLY 6" LIFTS MAX
0 0 0
o°o°o 000c —UTILITY MAIN
Ooo°o°o°000 o°o°,� SIZE AS INDICATED
Orl
O O O O O O
�— GRANULAR PIPE
6" MIN 12" O.D. OF 12" BEDDING
1 j 2" PIPE O.D. PIPE
PIPE TRENCH WITH BEDDING '\,"A T L R I A L
(_H PIPE TRENCH SECTION
C11 NOT TO SCALE
END SE
EACH END
ENCASEMENT PIPE SIZE
UTILITY MAIN
DIAMETER
ENCASEMENT
Pls'E DIAMETER
8"
12„
10"
18„
rf-\lJVluE JUF F L/f\ I VY/
SPACLR`� AT 5 O.C. MINIMUM.
BURIED DETECTION WIRE
FOR NON-METALLIC PIPF-
SEE SPEC FOR BURY
REQUIREMENTS
1 KELLASL I IUk PERMITS JKA 10/05/05
N0 DESCRPTI❑N BY DATE
Rev] Sions
SEE SPECS FOR BURY
REQUIREMENTS
FBURIED WARNING AND
IDENTIFICATION TAPE
FINAL BACKFILL
V\� 9" LIFTS MAX
INITIAL BACKFILL
6" LIFTS MAX
-UTILITY MAIN
SIZE AS INDICATED
12" O.D. OE 12"
PIPE � I
PIPE TRENCH WITHOUT BEDDING
TREATED WOOD SUPPORT
LENGTH = PIPE O.D.+12"
(TYPICAL OF 3)
CARRIER PIPE
ENCASEMENT PIPE
STEEL STRAPPING
PIPE BELL TO BE CLEAR
OF CASING
SECTION A A
TILITY MAIN -SIZE
S INDICATED
PIPE INVERT AS INDICATED
ON PLAN
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