SW8040902_APPROVED PLANS_20040923

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
v'�2i
YYYYMMDD

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SITE LU
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SITE o
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ALL BOAT.* YACHT BASIN
ARBOUR -
VICINITY MAP - NOT TO SCALE
NOTES;
1.
" I, WILLIAM W. DELANEY II, R.L.S. CERTIFY THAT
THE OWNER
OF THIS LAND IS -----------------------------
AND THAT THE SURVEY AS SHOWN ON THIS PLAT
CREATES A
SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LAND."
2.
THE LAND SHOWN ON THIS PLAT IS IN A FLOOD
ZONE.
3.
SURVEY DATE: 08/12/96.
4.
PLAT SCALE: 1 " = 50'.
5.
E.I.P. = EXISTING IRON PIPE.
6.
E.C.M. = EXISTING CONCRETE MONUMENT.
%.
E.R.B. EXISTING RE -BAR.
7.
TREE LOCATION & SPOT ELEV. SURVEY DATE:
04/21 /04.
WILLIS
(Reputed Owner)
TRACT #3
E.C.M.
S ;,6. r, Po CLEARING LIMITS/
jD •50„ E rn LIMITS OF CONSOR CTION
E.I.P. 00
6" CA Kl 37 S 7 .
HOLLOMAN
(Reputed Owner)
TRACT #2
„F„
„G„
HAIGHT
(Reputed Owner)
6 2,
09K16 6 ; 4 = 2415.14
ri
823
6" OA 1 37 .1 YX 6 r S 57 r 18,54
OAK {A1Q 6 14 8
1.JIB3
S
�a m"o o 829
15, s. c_ ig 42 44'
ca
1 37 Q 71`�.0 `�° ,j � - 1� 5,27 �` -�� 15,1 5 �b•41 'S� „ �
6 OA,
CLEARING LIMITS/ i 5 , OAK - - E.C.M.
LIMITS OF CONSTRUCTION c SIDEWALK 82814 41 t "1 1 45.90' 37.06
l x1 4 6.59
5.05 4
6„ O82' .
EDGE OF I5,12 15,51
A 1
3? �g37 K13 - - 60.06 TR T
o
CN
I 833 TRACT 5
15.19 n
r r SIDEWALK co
.� 3 37
6OA OAK y N
PUMP
62.40 --- �
59.53' 4W HOUSE 81815�56 0.rn
6" OAK- 37
j OAK GAZEBO DRINK i C
o MACHINE /� z /1 9.00'
d AREA T��
6" OAK• c�
37 r.m ° d v
3: pq ° /
MAXWELL j .- a�"o.�, rn --POOL" SIDEWAL( W E.I.P.
10" OA r 4 5 z CO �rr���-
(Reputed Owner) 7, OAK s o/�' - 0 o - r a 7.11' 1g
o. - 5 7
d ';U
8381). 1 14.61
OAK ° d
t_r
59.53> 13.74 PALM
64.05 - CHAIN LINK
37 FENCE- o
1199 �-�-
13 5P 13.83 0
TRACT 3 ^'
LOTS K AND L 872
WILLIAM TAYLOR SUBDIVISION 13'16 DEED. BOOK 3 2 64,PAGE 652 a'
K OE EAND AND DOWERS
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NOTES:
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE PERIMETER CURB LINE
AND WITHIN THE STREET YARDS SWILL BE SAVED TO THE EXTENT POSSIBLE. THE
CONTRACTOR IS RESPONSIBLE FOR INSTALLING TREE PROTECTION FENCING AROUND
THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY CONSTRUCTION WORK.
THE CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT CONFLICT WITH
GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS.
EXISTING TREES WILL BE REMOVED FROM THE SITE AS REQUIRED WITHIN THE BUILDING
PAD. PARKING LOT, ACCESS DRIVES AND WITHIN AREAS WHERE REQUIRED UTILITIES
ARE BEING INSTALLED. SOME TREES WILL BE SAVED IN PROPOSED LANDSCAPED AREAS
WHERE GRADING CONSTRAINTS DO NOT REQUIRE THE REMOVAL OF THE EXISTING
TREES AS SHOWN ON THE SITE PLAN.
2. THE DEMOLITION WORK LIMITS SHOWN ARE APPROXIMATE. THE CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING AND FIELD DETERMINING THE EXACT DEMOLITION
LIMITS. QUESTIONS DURING BIDDING SHALL BE DIRECTED TO THE OWNER'S /
DEVELOPER'S GENERAL CONTRACTOR. REMOVE THE EXISTING LANDSCAPE ISLANDS.
SAWCUT AND REMOVE THE EXISTING CONCRETE CURB AND GUTTER. REPAIR AND PATCH
THE AREA WITH NEW ASPHALT PAVEMENT UP TO THE EXISTING ADJACENT ASPHALT
PAVEMENT GRADE. SEE THE PAVEMENT REPAIR DETAIL ON SHEET C5. INSTALL THE NEW
ASPHALT PAVEMENT FOR POSITIVE DRAINAGE. SEE SHEET C2 AND SHEET C4. THE
GENERAL CONTRACTOR, SITE WORK CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL
COORDINATE THE DEMOLITION WORK, REPAIR WORK AND THE REMOVAL, STORAGE AND
HAIGHT
REPLACEMENT OF THE EXISTING LANDSCAPING PRIOR TO BEGINNING ANY DEMOLITION OR
(Reputed Owner)
CONSTRUCTION ACTIVITIES. SEE THE LANDSCAPE PLAN. SEE THE ADDITIONAL DEMOLITION
NOTES BELOW.
3. THE DEMOLITION WORK LIMITS SHOWN ARE APPROXIMATE. THE CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING AND FIELD DETERMINING THE EXACT DEMOLITION
LIMITS. QUESTIONS DURING BIDDING SHALL BE DIRECTED TO THE OWNER'S /
CLEARING LIMITS/
DEVELOPER'S GENERAL CONTRACTOR. REMOVE THE EXISTING SITE FEATURES WITHIN
LIMITS OF CONSTRUCTION
THE DEMOLITION WORK LIMITS. SAWCUT, REMOVE. REPAIR, PATCH, REPLACE AND
ABANDON AS REQUIRED THE EXISTING CONCRETE CURB AND GUITMR, EXISTING
CONCRETE, EXISTING ASPHALT PAVEMENT, EXISTING SITE FEATURES AND EXISTING
UTILITIES AS REQUIRED WITHIN THE DEMOLITION LIMITS. REPAIR AND PATCH THE
AREA WITH NEW ASPHALT PAVEMENT UP TO THE EXISTING ADJACENT ASPHALT
PAVEMENT GRADE. INSTALL THE NEW ASPHALT PAVEMENT FOR POSITIVE DRAINAGE.
THE GENERAL CONTRACTOR, SITE WORK CONTRACTOR AND LANDSCAPE CONTRACTOR
SHALL COORDINATE THE DEMOLITION WORK, REPAIR WORK AND REMOVAL, STORAGE
AND REPLACEMENT OF THE EXISTING LANDSCAPING PRIOR TO BEGINNING ANY
DEMOLITION OR CONSTRUCTION ACTNMES. SEE THE LANDSCAPE PLAN. SEE THE
ADDITIONAL DEMOLITION NOTES BELOW.
4. THE CONTRACTOR SWILL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD
DEMOLITION CONDITIONS.
5. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES
PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR DIRECTION
B00 _ 26.90
DEED BOOK 309, PAGE 852 51 .50 9.74
`� - 87012.80 50.00'• DLLAOFF ICE /coo 9
� ONE STORY,a�
EDGE OF PAVEMENT 1�, 6 v' o } N 1 Z 81713 96
12 57ICI�
I o PARKING 0 13.71 X 6
840 814 o W ISLAND o E I P CLEARING LIMITS/
x 11,95 14.26 Via,_ w LIMITS OF CONSTRUCTION
.'
0867 20.020.00'
11,1473.60, 0
8 813 4 - SSCAQ�R4N TIE LINE:1.8311.36 URAN o
625_3U U, 746.3' TO AN EXISTING
�/ OCEAN W ((ONL � OR sN� IRON PIPE IN THE CENTERLINE
/ c �,, = OF CEARENDON AVENUE.
OUTFITI FRS
CHAIN LINK co W 70 '0 . 800
FENCE 0/ ONl STOR co "ONCRETE 37. 31 .90
8 2.44=3f�1CK}/ 865 PO WALK & STFPS - 01 16���
0. OF - 10 7 9 0 t. 1 59
12,97
853 11,40 11.41 ll.02 - -'
8.76 W i�).59 E.I.P.=15.87'
861
9 29 63 10,43 809 11,38
802 ,os„ W co
�CIV
W 1 5 27
WEST E.R.B. 2
SrREEr ExrFNsro IN71°458'58" W $ N 80e 7 59 9,62 5 .30 4g �0 80 ll!1a05
3.60'R/W E :l . 39 03 8 RG OAl `
8.34 859 45 O 10. 8
I1.05 �
ELEV:8.42' 851 SEWER R.R.
MANHOLE LINE - SPIKE 9.93' 9,93..._._ _ ._ BCx 1 6c . 1 _. 8 � �_0
INVERT:2.57 8,08 _ Y - R
- ----�� 850 MANHOLE �l MATCH EXISTING
0 8.�74 ELEV:9.93' WES c 9' R GRADE
8,551NVERT IN:6.75' o
849 i 7 #NVERT OUT:6.49' `
8.7 8,61 -- SEWER LINE
EDGE OF PAVEMENT TO HAR80RSIDE
CLEARING LIMITS/ 8.70
LIMITS OF CONSTRUCTION MATCH EXISTING
844 GRADE 10.5f
9.P3 45 TRACT 9
8.92
LLI
TRACT 1
19
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F_ �` o
/(o
2 Q7/� 0 0,
37 8 / 6.90
NOW OR FORMERLY
GILES LAND
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AS REQUIRED DURING CONSTRUCTION.
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6. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED4)
a�
DEBRIS ASSOCIATED WITH THE PROJECT.
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7. THE CONTRACTOR IS RESPONSIBLE FOR COROWNG DUST GENERATED BY THE
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WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES.
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8. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED
PRIOR TO BEGINNING ANY DEMOLITION.
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9. THE CONTRACTOR 1S RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING
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UTILITIES. ANY UTILITIES ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO
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BE BROUGHT TO THE ATTENTION OF THE OWNER.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING
AND ABANDONING ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND
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AUTHORITIES UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED
PIPING. ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND
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REMOVED AS REQUIRED. COORDINATE WITH THE OWNER.
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11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING
UTILITIES THAT REMAIN IN SERVICE OR ARE WFTHIN THE PUBLIC RIGHT OF WAY
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DURING DEMOLITION.
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12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR
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RELOCATION OF ANY EXISTING UTILITY POLES / GUY LINES AND LIGHT POLES WITH
THE OWNER AND THE APPLICABLE UTILITY COMPANY AS REQUIRED.
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13. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND
DEVICES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE MUTCD, NCDOT AND
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CITY OF WILMINGTON STANDARDS.
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14. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND
SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES
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C7
SPECIFIED ON THE PLANS AND 1N THE SPECIFICATIONS. IN ADDITION TO THE EROSION
CONTROL MEASURES SPECIFIED, THE CONTRACTOR SHALL INSTALL EROSION CONTROL
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BLANKET'S /TURF REINFORCEMENT MATS IN ACCORDANCE WITH THE MANUFACTURES
RECOMMENDATION AS REQUIRED WHERE NORMAL SEED / SOD STABILIZATION IS
UNSUCCESSFUL THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE
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WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE
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TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION.
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THE PERMANENT STABILIZATION MEASURES SHALT_ BE IN PLACE AND ACCEPTABLE TO THE
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OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE
INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
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15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING NCDOT
()
FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT--OF-WAY.
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LEGEND
PROPERTY LINE 04161
--�-- ---- DISTURBED AREA LIMITS/CONSTRUCTION LIMITS DE,. JPN
29.29 EXISTING SPOT ELEVATION cm JPN
Dftu EDO
'SF TEMPORARY SILT FENCE
6 cb SAVE EXISTING TREE. INSTALL TREE PROTECTION FENCING °iATF-' 09-07-04
6TMo REMOVE EXISTING TREE. �H CA °( y
EROSION CONTROL INLET PROTECTION AROUND EXISTING AND q
PROPOSED DROP INLETS/CATCH BASINS. INSTALL INLET L
PROTECTION PRIOR TO BEGINNING ANY DEMOLITION OR
CONSTRUCTION ACTIVIM. 1966
SCALE: 1" = 40'
iiii
0 40 80 120
C1
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IVC
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MALL BOAT y W YACHT BASIN r
-HARBOUR-
VICINITYr r r r r
•rr .--.-�rrrr
W L
MAP - NOT TO SCALE
NOTES;
1. " I, WILLIAM W. DELANEY II, R.L.S. CERTIFY THAT THE OWNER
OF THIS LAND IS -----------------------------
AND THAT THE SURVEY AS SHOWN ON THIS PLAT CREATES A
SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LAND."
2. THE LAND SHOWN ON THIS PLAT IS IN A FLOOD ZONE.
3. SURVEY DATE: 08/12/96.
4. PLAT SCALE: 1 „ 50'.
5. E.E.P. = EXISTING IRON PIPE.
6. E.C.M. = EXISTING CONCRETE MONUMENT.
7. E.R.B. - EXISTING RE -BAR.
7. TREE LOCATION & SPOT ELEV. SURVEY DATE: 04/21 /04.
DROP NLET 17
30' �I
W W •Y .y� W p� W W W
A W •Y W 1 X SLOPE W W A
W W W
W W W W W W
W W W W Y W W
W •L Y J• .► W W
W W W W W W W
W .Y d• W W W W
W W W W W W i
VEGETAT® FILTER TO BE
BERMUDA SOD BOTTOM AND
SIDE SLOPES OF EXIST. DITCH
30`
SECTION A -A
VEGETATED FILTER DETAIL
E.C.M.
CLEARING LIMITS/ 6" O
LIMITS OF CONSTRUCTION ---
6" OAKS
6„ 0A�
w
6" OAK
0
0
0
6" OAK
10" OAt4Y
SDMH #3
DI #7
9�
30' VEGETATED
SWALE, SEE DETAIL
W 15' PIPE IN FROM 9.00
SOMIH #1
BAFFLE rOP--9W o WEST STREET EXTENSI `48'58" W
6 60 , R/w �N 3.51
I I W-&50
15' PIPE TO D.I. #5 VM1 FRAME A GRATE
MW #2 I I71 T1 If 17 TOP ELEV=11.50
II
BY-PASS I I
NV='00 I BOTTOM BASIN=
8.00 r WV=8.00
15' PIPE TO INFILTRATION
MANIFOLD
DROP INLET 2
NTS
15' PIPE IN FROM
01 #6
BAFFLE WALL
TOPi9.60
I I ` INv-S.DO
15" PEE TO FRAME & GRATE
c 5i)MF WV-8.00 TOP ELEV=10.00
I
BY-PASS I ILj
0=8.00 I I BOMIM BASIN=
7.00 . IW-&00
15' BY-PASS FROM
saw �
T
■■■■■I
■■■■■I
Ilf
t.�u�l�nw ilml.+�
LIMITS OF CONSTRUCTION
FRAME & GRATE
TOP ELEV"9.6
6'
CURB -10.00
15" PERFORATED
/-' SOCK PIPE
WV=8.00
FRAME do GRATE
TOP ELEV=9.6
15' PIPE TO INFILTRATION
MANIFOLD 4' CURB
DROP INLET 5 DROP INLET 7
NTS NTS
THERE ARE NO WETLANDS ON THIS SITE
CLEARING LIMITS/
1 II IITC /'1C A/"1\1CT61 IATIA\1
E.R.B.
~ S 7g 42 44" E E.I.P.
S =7,_�
`� _ E.C.M.
CLEARING LIMITS/
LIMITS OF CONSTRUCTION
W E.I.P.
E.I.P. CLEARING LIMITS/
LIMITS OF CONSTRUCTION
o -IIL LINE:
746.3' TO AN EXISTING
c� IRON PIPE IN THE CENTERLINE
`° OF CL..ARENDON AVENUE.
15.87'
f _ 417
loam of
MATCH EXISTING
= TEMPORAW GRADE
GRAVEL 0
CONSTRUC ON
ENTRANCE �
MATCH EXISTING
GRADE 10.5t
DI #7
NOTES:
\ 1. THERE ARE NO WETLANDS ON THIS SITE.
2. ALL ROOF DRAINAGE SHALL BE DIRECTED INTO THE
STORMIWATER SYSTEM.
3. ALL STORMDRAIN AND INFILTRATION SYSTEM PIPING
LOCATED UNDER ROADWAYS SHALL MEET H2O UVE LOADS.
_ 30' VEGETATED
SWALE
- - - PROPERTY LINE
■ NN I• CLEARING LIMffS / LIMCTS OF CONSTRUCTI(
SD-- STORM DRAIN
® EROSION CONTROL AROUND INLET
x 12.57 EXISTING SPOT ELEVATION
1a.00 PROPOSED FINISH GRADE SPOT ELEVATION
"OAK EXISTING TREE To 9E PROTECTED
DRAINAGE STRUCTURE DATA
DI
RIM
INV. IN
INV. OUT
PIPEN IZE
PIPOE ZE
UT
#1
12.80
N/A
9.80
N/A
15"
I #2
11.50
8.50
8.00
15"
15"
#3
11.00
8.00
8.00
15"
15"
#4
10.50
8.00
8.00
15"
15"
#5
10.00
8.00
8.00
15"
15"
#fi
11.10
N/A
8.20
N/A
15"
#7
9.6
8.00
8.00
15"
15"
SDMH
# 1
12.30
9.10
9.08
15"
15"
#2
11.40
8.00
8.00
15"
15"
#3
10.00
8.00
8.00
15"
15"
DI #1
$ SDMH #1
Di #3 J
INFILTRATION SYSTEM PIPE SCHEMATIC
NTS
ai ,yz �
am-lop-J
.0000
Sr��a40�U ----
SCALE: 1" = 40'
MEOW
0 40 80 120
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r r r r r r
ALL BOAT W w YACHT BASIN r
ARBOUR —
VICINITY MAP -- NOT TO SCALE
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CLEARING LIMITS/
LIMITS OF CONSTRUCTION
NOTES;
1. " I, WILUAM W. DELANEY Ii, R.L.S. CERTIFY THAT THE OWNER
OF THIS LAND IS ___ _______ _____—
AND THAT THE SURVEY AS SHOWN ON THIS PLAT CREATES A
R
uNrT a
1290 SF
UNIT 7
1290 SF
7.86' l
20.
CLEARING LIMITS/
LIMITS OF CONSTRUCTION
K
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-77 192 a
(Typ
UNIT 9
1290 SF UNIT 10 ?
1290 SF .2 8,
9 F UNIT 11
1290 SF
UNfT 12
51 1290 SF 9,
�`�` 5
a
SUBDIVISION OE LAND WITHIN THE AREA OF A COUNTY 0
MUNICIPAL[TY THAT HAS AN ORDINANCE THAT REGULATES rn V�Q1 �3
PARCELS OF LAND." cd -n
2, THE LAND SHOWN ON THIS PLAT IS IN A FLOOD ZONE.
3. SURVEY DATE: 08/ 12/96. j
4. PLAT SCALE: 1 = 50'.
5. E.I.P. EXISTING IRON PIPE. UNfT s f"
6. E.C.M. = EXISTING CONCRETE MONUMENT. 12M SF I I \
7. E.R.B. = EXISTING RE --BAR. i
7. TREE LOCATION & SPOT ELEV, SURVEY DATE: 04/21 /04. cwc UNIT 27
I 1290 SF I 1290 SF 2$.32' 11122990 26
SF
I
I' 20' i 28 UNIT 25
I RIVATE 122990 SF 1290 S
DRIVE
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in I C I
UNIT 4 N FT
1290 SF I �T 29
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1290 SF f
I 1290 SFCIO
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129D 5F � I
UNfT 30
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1290 SF � SF
in I
4,
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ITo� )
0, Y.
in 16.34
I N � 2V .
I UNIT 22
UNIT 1 UNIT 2 I N 1125 2 1125 SF
1125 5F 1125 SF UNIT 31 UWr 32
I I 1125 SF 1125 SF
I
YARD '
5' a, 9 S 5,
,
WEST STRFE 5 I
co
U►I[T 1�3
1290
1290 sF J '
8 5'
S• J
Long 15
1290 SF
robe
1
Rg5' 1 LOW 19;
N. SF
RgS�
2
PRI II
DRIVE M
M SF N
I
POOL
io
D30' ---1
GAZEBO
125 SF
2524 SF
FENCED
RECREATION
AREA
IIIIIIII UNIT 17 j
1290 SF
rev I I
UNR Is
1290 SF
o
Co
jp" I
UNIT 19
1290 SF
I �I
I UNIT 20
i 1125 SF
1 12.93'
t0
cn_
�` R301
60. � FXTEN�N '---' US as _
SEW as .� z c
o E
99
d LINE
~~� I TO HARBORSIDE
CLEARING LIMITS/
LIMITS OF CONSTRUCTION
CLEARING LIMITS/
LIMITS OF CONSTRUCTION
CLEARING LIMITS/
LIMITS OF CONSTRUCTION
MATCH EXISTING
i9 GRADE
0
MATCH EXISTING
GRADE 10.5f
LEGEND
-- — PROPERTY LINE
===11IIIIIIIIIIIIIIIIIIIIII11CLEARING LIMITS / LIMITS OF CONSTRUCTION
SD---- STORM DRAIN
EROSION CONTROL AROUND INLET
,12.57 EXISTING SPOT ELEVATION
1 a.aa PROPOSED FINISH GRADE SPOT ELEVATION
"OAK Ext nNG TREE To BE PROTECTED
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RECEIVED
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4
DRIPUNE
PROTECTIVE BARRIER -�
3' MIN. STAKE
HEIGHT ABOVE
GRADE
.o
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE.
8' M*L
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
TREE -PROTECTION
FIN
PIPE So
INDIC M
ON THE
paTIAL i
CAM
25'
INFILTRATION TRENCH DETAIL
RNAL
CLAN
CLAW
FOWCATION FOUNQknaN
IIMITTRIAL INTERNAL
PVC PIPE DUCTILE IRON PIPS
PIPE BEDDING DETAILS
NTS
s' 12' VARIES12'
SIDEWALK 27
7' TO 12'
-�-
27.
DIVIDED STREET SECTION
N.T.S.
4 GA. 6x6 MESH a C-4 &
TANDARD FABRIC I
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NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN 19 WIRE STAPLE
1 " LONG OR TIE WIRES.
TEMPORARY SILT FENCE
7PA"r- TOP TO BE AS
NOTED ON PLANS ON
UWAVED ROAD6 PROMDE
7 8" COVER OVER LID AND
��WARM CONCRETE
FRAME
.,� -
- I "ADJUSTlMW TOGRAMFOR
A MAY NOT
EMEn
•o u•
PRECAST MAM4OLE
MANHOLE c� ACC0E
ROWALL THICKNESS
1.1
WITH ASTMFOR
C OM. BARREL
6' MN. WALL THICKNESS
-
FOR 5' DIA, BARREL
A UMASC ALANT
APPR WED TY TTHHEE
-
E MAIEER GROUTED INSIDE
AND Our WITH APPROVED
NON-S: GROLA 1" PER
FOOT
La
a
f-E
PIPE
ESEDiMENT CONTRQt -
u
"�
°o°o°c
O ❑ OC
BEDDING FOLD TON `STONE 1'-
'
°�' .,
o
0 0 0 0 0 0 0 0 0 OOOCjt0000000000000 0000000000000000000000
7,FMLIP
tGASKETMONMITFMCALLY
CAST
BAN
RE{QUIM MR= <BASE
V DEEOTP)
48'0 STANDARD MANHOLE
NT5
SEE PLAN FOF
ORIENTATION
CONC. COLLAR
1 1 /2" TYPE 1-2 (NCDOT)
- 6" TYPE A STONE (NCDf
�I I I1 11 1{ COMPACTED SUBGRADE
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
PLAN
N.T.S.
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
ASPHALT
ELEV. VARIES
PRECAST SI E
OR 6" YARIE6" "
BRICK MASONRY cn
W
iE )J a
FLOW
4"
m.
3000 PSI CONC. no
4' •. •
STEEL OR WOOD POST SECTION
WIRE MESH FOR STANDARD FABRIC DROP INLET DETAIL
STANDARD OR EXTRA STRENGTH NTS
FILTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP do 4" WIDE
1/4- WIRE MESH
5' STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
W W :-
NOTES:
1. SEDIMENT CONTROL STONE SHALL BE
5 OR `57 AND SHALL BE PAID FOR
SECTION A-� T THE -CONTRACT UNIT PRICE PER TON
SEDIMENT CONTROL STONE
MULTI -DIRECTIONAL FLOW 2. WIRE MESH SHALL BE HARDWARE CLOTH
19 GAGE MIN. AND SHALL HAVE 1/4-
INLET PROTECTION MESH OPENINGS.
NT5
FUL
11. �
--HYDRANT ,31V CALYAWS BOOS
�Te wLT5
HYDRANT LUGS RUADIM q W
RMntW
HYDRANT M JD ST FULL JOW OF PIPE
RANT /41 CALVmm ROD
•
TIE BOLtS
liYo�X r rho MW
MOM IU
3/4' TIE BOLM
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
NIS
2-2 1/2- HOSE
4 1f2" PUMPER CONNECTION
F TO CENTER JUNE
OF STREET
WORD 'WATER' ON COVER
CA. VALVE BOX
GATE VALVE MIN. SUE 6'
TURN RIGHT TO OPEN -
MW
HYDRANT
HAVE BK REAK
ABSEMION
BURY LINE FLUSH WITH
FW15H GRADE
al
al
r DRAIN
NOTE:
1-SEE JOWL' RE'STRAWT DETAIL r PA
2-DUCTILE IRON PIPE HYDRANTS SMALL. BE.
REQUIRED ON ALL HYDRANT MUELLER CENTLIRM
BRANCH LMIES
GUIDELINES FOR STANDARD HYDRANT
Nji
WATER
WATER & SANITARY SEWER INTERSECTION
N.T.S.
CASTING FLANGE
EXTENSION OR STACK
TEMPORARY/PERMANENT
GRASS SPECIFICATION SITE WORK NOTES:
1 THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
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2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
En
g
an
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD,
LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 987. OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM,
OR SC. FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF
THIS STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE
UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE PLACED
IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER
12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO
STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL
TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE:
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE
PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE
2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS
OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT
OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE
CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS
FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL BUT IN NO CASE LESS
REPORT FOR ADDITIONAL REQUIREMENTS.
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
TO MAINTAIN ALL PRACTICES AS DESIGNED.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT H15 WORK.
3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
EXISTING UTILITIES DURING CONSTRUCTION.
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4
STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
11. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE SITE GRADES
ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR
DIRECTION AS REQUIRED DURING CONSTRUCTION. THE ONSITE BOUNDARY
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
AND TOPOGRAPHIC SURVEY INFORMATION FROM SURVEY BY STUART Y.
ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
BEI4SON AND ASSOCIATES AND PROVIDED BY OWNER. THE ONSITE TREE
CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS
SURVEY INFORMATION AND OFFSITE TOPOGRAPHIC SURVEY INFORMATION
IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE
FROM SURVEY BY STOCKS LAND SURVEYING, P.C. AND PROVIDED BY OWNER.
ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE
OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE AND
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP INLETS.
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES
AND AUTHORITIES.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
TO NCDOT STANDARDS.
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
REQUIREMENTS.
7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICAITONS IN THE VEGETATIVE PLAN TO
17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE: NOT EFFECTIVE.
9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT 4: 3
CLOSEOUT. d - = MIN.
- MORTAR 10 10 SIDEWALK
BRICK 2 %;� %
PLAN VIEW
r- CASTING
CONCRETE COLLAR 1'-0"--I
�t
STANDARD BRICK N
MORTAR
WATER VALVE BOX EXTENSION &
CASTING CENTERED OVER VALVE NUT
SEWER CLEAN -OUT CASTING
CENTERED OVER STACK
THIS INSTALLATION RE IRED WHEN VALVE BOXES AND CLEAN -'OUTS
ARE LOCATED IN OR FUTURE PAVED AREAS.
PRIOR TO SETi1NG CAST*4 NEW INSTALLATIONS WILL REQUIRE 95%
COMPACTION OF BACKRLL 15 6-INCH UPS.
CLEAN OUT OR VALVE IN PAVED AREAS
NTS
L ASPWILT
PAVE>IIETNT
TYPICAL STREET SECTION
N.T.S.
COARSE AGGREGATE-�
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
A' •�C
EXIST.
GROUND
PLAN
BENDS
m
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SECTION X-X
BENDS & TES
x� PLAN
TEES
DN
PLUGS
SIZE A BENDS B A5 B A �B� A B C D
::d
6" 16" 10" 9' 10' 6' B" L
12" 10' 21'
$' 22" 13" 12, 13" 8' 10' 16" 12" 29-
10' 26' 17' 14' 17' 10' 13" 26' 14' 36'
12' 29" 21 16' 21" 11' 16' 24" 16" 41'
14" 35"24' 19" 24" 1220- 27" 16" 48"
16" 38" 27" 21" 27" 12" 24" 30" 20" 54'
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
All bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK FOR WATER MAINS
NTS
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cKD: JPN
OWN: EDB
DATE. 09-07-04
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