SW7060314_APPROVED PLANS_20060419

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7U1���/�
DOC TYPE
El CURRENT PERMIT
?v APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

copyright 2006 Hite associates
115
HIaON
X 24.27
X 23.31
x 23.64 X 24.46
Carolina Creek LLC
X 24, tix 23M DO 2397. P. 0461
x 23.42 - ParcellD - 7-104-800 X 2q, $
C::x:24.:
12
1�" FES X 23.96 x 24.m1
X 23.74 g w
Erf
x 22.27
awl rwar-ML
:.' X23.16 .._�-- ..------._.� ✓:. X22.87
Longleaf Pines _ .'' .-- - -- 06W'■"
IV.-
Developers LLC
x 23.55 71reP
DO 3023, P. 0389 ¢y X 23.98
• I Pael 1 rc- 7-104-9017 i f ' -, x 23.87 �� - a �xag4 0 • 1.
X 23.60 X 23.88 �' .- 2 • �' OY - y ` '
Lei
_
X 23.82 w f 96 ` 1r r 1(Y � "
a .;Ir OW W • Rangy Rw Storage
9 r NY am-"Ar®r sca S uidling x 2
=11
Iff CT iS
EACH 'PRIME CONTRACTOR
PERFORMING EXCAVATIONS CAL. 4 HIM N3EPOCtic YOU DIG
OR UNDERGROUND WORK
SHALL BE RESPONSIBLE North Carolina One
FOR THE LOCATION OF ANY Center Inc.
(NCOC)
EXISTING UTILITIES IN THE //►
AREA OF THEIR WORK. 'I'804-832"495
NOTIFY THE UTILITY LOCATOR --
SERVICE (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING
CONSTRUCTION IN ORDER THAT THE EXISTING UTILITIES IN THE AREA
j MAY BE FLAGGED AND STAKED. CONTRACTOR SHALL USE ALL CARE
NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO
CONTAIN UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
SSM-3
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x 22.46
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LEGEND
EIP - EXISTING IBM PINE
us - UMNAVA
IF$ - IROM PIPE SET
ON - OlEwm
NPS - NO PLANT SET
L.F. - EXISTING INNAI PIPE
ECM - EXISTING CNXTE WOW F/F - FINISH FLOOR
R/M - M NIT OF MAY
P/S - POINT OF SERVICE
Bill - Bm MARK
" - W17ER PETER
R/AS- INIIUKRD SPIKE
F/H - FIRE HYDRANT
SB - BASK OF CIAIB TO BRICK OF FES - Na.ARI O N SECTION
S/D - MORT KSTANCE
R/M -READ WILL
N81_ - KNNIMM MJIUANG NINE
BIN) - MR OFF
R - RANA U5
GY - GATE VALVE
C/L - CD ERU ME
BY - BALL. VALVE
P/L - PIOPM LINE
EL. - 1BMTION
N/C - IWNICAP
PP - POKIER POLE
TC - TOP OF CNAi 49 CRETE
UP - TEL04lNIEI PED•
TP - Tp' OF MOW
LIP - UGW PONE
TIN - TOP OF 1N X
m - CATCH BON
Tcw - TOP OF CON1X E Kx
DI - DROP INLET
GR - 70P OF WAE
YI - YARD INLET
FJP - EDGE OF PAVEMENT
INY -INVERT
coo - VA L 6'tTm
C/O -CUMIN OJT
EP/EP-EDGE PVW TQ EDGE PVMr
m - MINgI.E
Of - MVMTM METAL PIPE
SS - SANITARY W1ER
l'NCP - 11EIMUM CDF NM PIPE SO - STORM GRAIN
NAP - UTILE IRON PIPE
JB - dIA nON am
Y w
WATER US
_"_ SS SS
SAKTARY mo
---N>NE OHE
OfffflO PN 8
G 6
MIL GAS LINE
-UE lA
LLG. BECIRICAL LINE
---C/T C/T
LLL TXNMUCATIONS / TELEP/TPNONE
PROROSED STOiBN WANAGE
- - -- - -• ---
STORM ORAINNAGE
+--+I.OD PROPOSED SPOT
B-DA71M
+ 7.83 EXISTING SOT
NN.EYA'TI(NI
_ - _ 24------
DNISTING COMM
®
PRON'OSEO OOIlm
LEUW
SWXN#a Acre' o°` S Cvurr s
PARKING FOR 144
x2t.24-.. ._--CFW--- > X2295-� -- --- X22.53 21-_-- * �► ~ ` Is CB•2-�•-r-
'ji 1l ,l4 • r M`.. "�- • \�,
x 22.19 ^A X 22,93
W Tqp. x 20.35 � NV-17.88'
BOTTOM OIiT / t �► "4
� , 4
* � x 2243
� .,�� '�'
'Q' �mw4sem+E, ! *-W RW ""� 82 7 rN '� x 23.21 f " �� 2 6ow
s
QAw
I01-25 Np p 200r x 22,60 6ry�,Q, ?� •d+ NV�iLV x 22.93 X 22.71
x1.s3 �,s �
,�•�sy 'ss�c��ca�� NY�18.40'
X 21.2
$ yti1 79
y ,� s �C, rrooam MEA er->zr RCP x 22A6
S 70 ram �, ! 0A5X x 22.68
9 4��
Z ICM4 x 22.45 •53 22.61
NNDIW.
x zz
WSWx 22:86
T� 22. Sg1DOl X'22.25
x 7:GAIiEAW X 8 _25'-0 MIN SETBACK FOR R-8 ZONOVG
I `14 NET i1 as'
Nis
yw -- --- ------------- - - - --- ---- - -- ---- --- -
SW TAPM
---------•-----------_---------------___--------------- �� ------- ----- -------------------------------__----------- Old Almort Road__-__
-a----_.__-_--(18'-0"•/- EP-EP - 60'-0" R/W)----------------------_-
RP RAP --�--s
--------_....__-.__-----•'.------------------_- --__ 18I! RCP
-
77.14 _ _ _
17-02 .__. aNE - _.. OHE ----- _ - 011E. QRf CHE �FiE -`5E1E �"'"-"'Z1R@-- - -Oi! - OHE �""-" OHE - -Os1E E Pp Fwi 6NE E
TV
PED
NOTE:
ALL STORM DRAINAGE INLETS SHALL BE PROTECTED WITH
STORM INLET SEDIMENT TRAPS AS INDICATED C-302.9 UNTiI
SITE HAS BEEN SEEDED AND STABILIZED
NOTES:
I. ALL CONCRETE CURB & GUTTER, CONCRETE VALLEY GUTTER,
AND CONCRETE APRONS ASSOCIATED WITH CURB & GUTTER,
AND ASPHALT PAVING & BASE BY SITE WORK CONTRACTOR.
ALL OTHER CONCRETE SIDEWALKS AND FLAT WORK BY
GENERAL CONTRACTOR.
2. SITE CONTRACTOR IS RESPONSIBLE FOR SITEWORK
AND ALL WORK SHOWN ON "C" SHEETS, EXCEPT
AS NOTED.
Ingnm 10 ■,AW „IWOMW \
N16 x 23.07 x 22 32
Y\`
?3.26 412.5Q' � 1 ; ,1 2.3
NO 1 'ir'W x 22.48 x 22. 4 •.
x22.N422.412 190�� 22-85 1 x 1, , \.
x 22.45
Norman & Nellie Crostic r ��
De 0805, P. 0166 x7
Parcel ID - 7-105-004 b
°' 1
x � .58
N2_14'S7"W
- - __. _ .r . _ .._ _.. --- ------------------------ -_ - - ------------
"milli-
-- - - _ - ----_.-----__ _ __3----------------�---- - _ _ _-----s---- -�
_ _ -------------
-T-- - -- -- -- - - - -- -
---------------
-------_--_
E
PP E PP m PP
- DPP '" Note: NCDOT Improvements and permiting
to Airport Road by others
201 m 1 SIALTE " =GRADING
& EROSION. CONTROL PLAN
50 0 25 50 100
i
GRAPHIC SCALE
150 FEET
IIIY
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Project No.
20520
Dc"s
14 February 2008
µno.
201
x 21.76

copyright 2006 Hite associates
Carolina Creek LLC
DS 2397, P. 0461
ParcellD - 7-104-600
GENERAL SITE NOTES AND REQUIREMENTS
1, THE PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH C-101 / C-201.
2. PROPOSED USES SHALL COMPLY WITH THE CITY OF NEW BERN ZONING
REGULATIONS FOR "R8" ZONING DISTRICT.
3. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT
FOR THE TOP 6" OF SUBGRADE WHIC SHALL BE COMPACTED TO 100% MAXIMUM
DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
4. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520
OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990.
5. BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE 1-2 CONFORMING TO
SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS.
6. CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE
NCDOT STANDARD SPECIFICATIONS,
7. ALL MATERIALS AND INSTALLATION METHODS OF WATER AND SANITARY SEWER
UTILITIES SHALL MEET THE MINIMUM REQUIREMENTS OF THE NEW BERN PUBLIC
UTILITIES MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND
WASTE WATER SYSTEM EXTENSIONS. CONTRACTOR SHALL VERIFY ALL EXISTING
INVERTS AT NEW STORM DRAIN AND SANITARY SEWER TIE-IN POINTS PRIOR TO
ANY INSTALLATION OF UTILITIES.
8. PROVIDE EXTERIOR CONCRETE WALKS AND CONCRETED AREAS WITH EXPANSION
AND SCORED JOINTS IN PRE -APPROVED LOCATIONS. EXPANSION JOINTS SHALL BE
1/2 "WIDE WITH EDGES 'TOOLED TO 1/8 " RAD AND FILLED WITH HOT RUBBER
ASPHALT SEALANT. PROVIDE AT ALL CORNERS, INTERSECTIONS, CHANGES IN SLOPE
OR DIRECTION, AGAINST EXISTING OR NEW WALLS OR PAVEMENTS, AND AT
INTERVALS NOT TO EXCEED W. SCORED JOINTS SHALL BE SCORED 1" DEEP
MINIMUM AND RADIUSED 1/8 ", AND SHALL BE PLACED AT INTERVALS NOT TO
EXCEED 5 FEET.
9. DRIVES AND PARKING AREAS: THE GENERAL CONTRACTOR SHALL COMPLETE
CURB AND GUTTER AND STONE BASE AS SOON AS POSSIBLE. THESE AREAS
MAY BE USED AFTER CONSTRUCTION OF STONE BASE BY OTHER PRIME
CONTRACTORS AS CONSTRUCTION STAGING AREAS. PRIOR TO PAVING, THE
GENERAL CONTRACTOR SHALL REPAIR THE BASE FOR PAVING. REPAIRS TO
DAMAGED CURB AND GUTTER CAUSED BY OTHER CONTRACTORS WILL BE
PAID FOR BY THOSE CONTRACTORS, INSOFAR AS A REASONABLE DETERMINATION
OF RESPONSIBILITY CAN BE MADE BY THE ARCHITECT. THE OWNER, THE
ARCHITECT, THE GENERAL CONTRACTOR AND ALL OTHER PRIME CONTRACTORS
WILL DEVELOP A STAGING AND WORK PLAN THAT WILL ALLOW ALL CONTRACTORS
TO EXECUTE THEIR WORK EFFECTIVELY AND WITH ACCOUNTABILITY.
Longleaf Pines - EMERGENCY / MAINTENANCE
Developers LLC a VEHICLE DRIVE
08 3023, P. 0389
Parcel 10 - 7 f04-9017
2" 1-2 ASPHALT X 10'-0"
C30 ` y CENTERED OVER 20'-0" WIDE
7 ` 1 X 6" THICK ABC
\ Storage
-- /
Building
I FFE= 24.60'
+� CONTROL GATE
ANDKNOX BOX
\BY OWNER
tR TE PA?/DRIVE
REINF. W/ /2 6.9Q.9 WWM
6"T�HICKONCRETE
Note:
All roof drain leaders shall be tied G.G.
If / / / / into storm drainage system as shown on ' d c 0
/ - / % / / / A-002 - Roof Plan & Roof Drainage PlanIf %�
/ / /' +
/` If Forebayi /% i /' ' / 4 Classrooms
MAYGRIMM
If ,'` ; / ;" i t (Future expansion)
If
If
/+CONCRETE. APRON
/ VALLEY'.Ci I I I gD \\ / \ BY SITE GONTRAGTOR O
&
/ 4 ` ,` 1 i 6' THICK CONCRETE INFIL6 '.
CHA3NINK GATES / I y ' \ WWI .,)REIN.• 1N/ 60/10XIO
WITH LOCKING HASP SH NIGNTE
•. �l
PAVEMENT. 5' 0 6" FLUSHUS TO
/ 1
CURB BOTH SIDES) COLOREO CONCRETE / 4",THICK X 4' 6" W.
4" THICK X 4'-&` W. AS SHOWN. AS SPECTIE6... /' JO - q� o CO CRETE WALK BY
! c G.C. (TYP, U.O.N.)
L j 400 Unit �-
j t?/ I \ v G.C. NCRYPE U NK) BY / ("�� R 5' ry
r�.L-
\�300 Unit \ / Stage 1 Dining &Kitchen
/' FINISH FLOOR 25.50 / I I
Classroom Wing \ ,aD' { ' °' � . h2
FINISH FLOOR 25.8E \ 5 /:.. ` / E•s, �.- F r- ABC
W 4 I I j �J. PROVIDE fi" CONCRETE PAD � "' CL5 40
11
q REINF. W/ 6.612.9.2.9 WWAf
A31IMT.4106 • , 1 , �! All 12" TURNED DOWN EDGE / • c`� I I •ti? 5 I \
THIS AREA FOR MOB4LE DENTALF,72'
TRAILER PARKING
p � W 4 ` 1 � 5 i 1 P , W I � � _ � 8 ` f/ 7� /: f � •L.. '. Y. ' ,�� .., _
H R 5'
'
24'-0" WI FLUSH WI'`
ASP AL TAPER CURB
IDES
DEPRESS CONCRETE WALK 1 I
6TA'ER CURB BOTH SIDE'S R 20'
COLORED CONCRETE ON I
\ -- - AS SPECIFIED. E N
\ \ SLOPED AREA ONLY
z l f1 , \ ,\ \ \ yC z \ f BY S.C:10 0°' WfDE
\ -- _ -_ - -- _- . -- _-- _---- / DEPRESS CURB BOTH SIDES .2'WIDE X'fi LOG
.c� a :. .WHITE CROSSWALK- .
FLUSH W/ ASPHALT
1- 1 p 0 B RS EQUPCLY 'SPACED" DEPRES� CONCRET
PLAYQROIa \ \ --- /! / © � WALK; TAPER CURE
�.
r V Wf m W W C308 \� ! �_ __- [ b,o I {-------__✓ / �/ - GATE W/ 4'-0" HIGH CHAIN LINK FENCE
14" THICK X 4'-6" W.
W \ a Y �• / `v / I I I PR
C. SFYP.
20' I i -'L.- I CONCRETE WALK BY GATES W/ LOCKING
�` �- ✓ _ _ �.` G.U.O.N.3 H LATCH
� 'y Wet Detention \,'\ \ \ ny y `i v I I c R 3' 100 Unit o R 3' KAYGNM 1
! -Administration Ii Media
FINISH FLOOR 28.8E \ I "� \ �� CHAR in FF710E NO N.i TES
RNMARE BY +SAL CWRACTOR
/�� CHM LM F'MW TO 6E RA= 1
\ \ � ( , F �. v / i / �' ON MM OF ATA ALL 1
ExPENCLOSED = TWXIW F'ASI1 MS TO
200 Unit >a 1 FAIN 0111MA IL W PROTRILIM
r / / Classroom Wing i R Li �B gB °a� yta e� HN11 WAN IM FEFICE
1 F y 1 1 , 1 \ , FINISH FLOOR 25.50 _ 1- - WARP wAJK DO-W-N` R 5' 500 Unit \\
/ /\ / i ITE BARS EQUALLY , 1 1 b 23' 0" WIDE FLUSH Classroom Wing
l 1 / FPL�CED. CENTER WITH CONCRETE W/ ASPHALT
/ R 3 LDING ENTR CE CTYP3 I " TAPER CURB BOTH SIDES FINISH FLOOR 25.60
L / i` 21 WARP WALK DO
FLUSH �`•�
CONCRETE w/ ASPHALT
J
TAPER CURB BOTH SIDES A \
SOFTBALL / BASEBALL
FED
■
10. EACH PRIME CONTRACTOR PERFORMING EXCAVATIONS OR UNDERGROUND WORK
SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES IN THE
AREA OF THEIR WORK. NOTIFY THE UTILITY LOCATOR SERVICE (1-800-632-4949) AT
LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT
EXISTING UTILITIES IN THE AREA MAY BE FLAGGED AND STAKED. CONTRACTOR
SHALL USE ALL CARE NECESSARY WHEN WORKING IN AREAS KNOWN OR
SUSPECTED TO CONTAIN UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
11. GARBAGE PICKUP WILL BE DETERMINED BY OWNER (PRIVATE)
12. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF NEW BERN
CODE ORDINACES.
13, AN APPROVED STORM WATER DETENTION PLAN IS REQUIRED.
14. AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS REQUIRED.
15. NCDOT DRIVEWAY PERMIT IS REQUIRED {RIGHT TURN OUT ONLY TO AIRPORT
ROAD). LANDSCAPE DRIVE CONNECTION TO OLD AIRPORT ROAD BY OTHERS.
16. IT IS PROPOSED THAT UNDERGROUND SANITARY SEWER, TELEPHONE, WATER,
ELECTRIC UTILITIES WILL BE INSTALLED.
17. SEWER TAP FEES AND WATER TAP FEES ARE DUE PRIOR TO RECEIVING SEWER
AND WATER SERVICES BY THE CITY OF NEW BERN.
18. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS STREET MAINTENANCE DIVISION
AT LEAST 48 HOURS PRIOR TO MAKING CONNECTION TO EXISTING STORM
DRAINS WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR RAMS.
19. GENERAL CONTRACTOR SHALL VERIFY ALL. EXISTING INVERT ELEVATIONS PRIOR
TO CONSTRUCTION.
20. ALL DUMPSTER PADS SHALL BE SCREENED IN ACCORDANCE WITH THE CITY
OF NEW BERN CODE OF ORDINANCES.
21. FIRE HYDRANTS SHOWN ON THIS PLAN SHALL BE INSTALLED THAT NO PORTION
OF BUILDING(S) IS LOCATED FURTHER THAN 500' FROM HYDRANT AS THE HOSE
IS LAID,
22. SIGNAGE SHALL BE IN ACCORDANCE WITH ARTICLE XVII OF THE CITY OF NEW
BERN ORDINACE; SIGN PERMIT IS REQUIRED.
23. POINT OF SERVICE FOR THE SEWER Shf rA-L BE LOCATED AT THE
RIGHT-OF-WAY OR AT THE EDGE OF THE SANITARY SEWER EASEMENT.
24, THIS PROPERTY IS NOT LOCATED IN A rLOOD HAZARD AREA (ZONE X). PANEL 0 37085CO075D.
25, NEW BUILDING MUST COMPLY WITH ALL APPLICABLE BUILDING CODES.
26. ALL CHAIN LINK FENCING BY GENERAL CONTRACTOR.
Property Information
HiaON
I Name of Project'
Old Airport Rood Elementary Sghhool
- -
Address=
3250 Old Airport Raod, New Bern, North Carolina 213562
Proposed Use,
Elementary School
_
Owner or Authorized
Agent'. William B. Rivenbork Phone No. [phone]
Craven County Schools Baord of Education
3600 Trent Road
New Bern. NC 28562
Property Zoning
R-8
Dead Book: _
2357-04§1 (Current Owner - CarQiina Creek LLC, 119 Middle St, New Bern, NC)
Parcel No.
7-104-ONO
- -
Proposed Uses
Elementary School
Site Data
Acerage=
30.0 Acres azos 800 ma
Disturbed Area*
29.23 Acres (1,273,258 s.f.)
Building Data
Single Stofy - 20'-011 Ht. Building Area - 85,133 S.F.
-
Parking Spaces
required / provided
1
Parking spaces required:
Per Section 15-342 Number of parking spaces required (City of New Bern Code of Ordinances)
Use 5.110 1.75 spaces per classroom in elementary schools. in high
schools, 1 space for each administrative staff person, plus 1 space for
every 15 students for which the building was designed to accommodate.
\ Required Parking for 30 Classrooms - (30 x 1.75) - 52.5 or 53 required spaces
Parking spaces provided:
\ Total proposed rking: (incl. H/C/ a in) ��- 144
Total proposed H/C parking: 7
\ '1
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61WDE x WALKK t bRETE 7HER5 \ \ STORMWATER
\ s APPROVED 'MENTAL
14ORTHCAR%- INAE --
MANAGEMENT COMMISSION
DIVISION OF WATER QUAUT`t
516N ti� X � \
' Are;20
� � E + r
_. ..w a
WHITE DIRECTIONAL `}s \ '2:W WHITE yd�060�1
ARROWS CTYP) STOP BARS �gt�nTl+Ad4=Ar01'IT1dl1e0..
`� 1 15 1 i r �•' WARP WALK DOWN 0 1
10'-0" WEE FLUSH R 2ad' /l ' i t i - i - _ \ ! / \ /', \$ 1 �.
CONCRETE w/ ASPHALT ' ` --Y--- - �' -- ----- _ _ I �_�� _`
4 Classroo _ _ -
ti �, TAPER CURB BOTH SIDES / Y _ i' MINIwSKIP \ /� ,! \\ ' I'_jjTF:1 f�TNYFgCAL)'/ a, \ ` \
ES
(Future expan n�'`\ .
'A,v V , �' R 360' - -
di�\ `; + `m 1 1 r \%N ` 4" 501LID WHITE f
4" THICK X 4'-6" W. R 3'- �.. ANGLED PARKING 9• S• &, g, :5 R'.3' 9, &, 60• ANGLED PARKING' R 5° b % L 1 IT
y K
W 1
CONCRETE WALK BY / 4 Classrooms a a MINI -{KIP
1 1' / �S \ W \ G.C. CTYP, U.O.N.J N UTILITY EASEMENT c
+!/ / / c /' (Future expansion) 2'W WHITE
H/C H/C N/�0'
H/C /C / 9' CONGRETE WALK BY L 7.
-E,G.C. CTYP, U.O.N.} _ -
/% �/ '� TOP BAR
It If
' i + /' rq. V, �r b V \ \ w+ I , I i i I I I I I ! 1 a I I I i I I I I i - ";`•`+:.y `, • ,, .. +a _ _ -
t '4 f
` r yr 4 iF s
h2
10RIE111tIN
20'WIDE WATERLINE EASEMENT SPACES: LABEL.-: PROVIDE Ti/C PARKI C (6) VISITOR
0.56r AC = ,� v I a 2 RESERVED WITH
A SIGN AS SHOWN TYP SPACES. LABEL
'� W 12" wH€TE iETTE€S '� N SEE DEIBIL CO3.L - _VJSLiDa�41TJi 12"`\3'�2•, ,• __ _` _ _ - ro
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EACH PRIME CONTRACTOR
PERFORMING EXCAVATIONS
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SHALL BE RESPONSIBLE
FOR THE LOCATION OF ANY
EXISTING UTILITIES IN THE
AREA OF THEIR WORK.
NOTIFY THE UTILITY LOCATOR
SERVICE (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING
CONSTRUCTION IN ORDER THAT THE EXISTING UTILITIES IN THE AREA
MAY BE FLAGGED AND STAKED. CONTRACTOR SHALL USE ALL CARE
NECESSARY WHEN WORKING IN AREAS KNOWN OR SUSPECTED TO
CONTAIN UNDERGROUND UTILITIES, INCLUDING HAND DIGGING.
OHE OHE -
- EP-EP - 60'-0" R/WJ--------- _ - _---- ---- --- --
NOTES:
1. ALL CONCRETE CURB & GUTTER, CONCRETE VALLEY GUTTER,
AND CONCRETE APRONS ASSOCIATED WITH CURB & GUTTER,
AND ASPHALT PAVING & BASE BY SITE WORK CONTRACTOR.
ALL OTHER CONCRETE SIDEWALKS AND FLAT WORK BY
GENERAL CONTRACTOR.
2. SITE CONTRACTOR IS RESPONSIBLE FOR SITEWORK
AND ALL WORK SHOWN ON "C" SHEETS, EXCEPT
AS NOTED.
4" SOLID
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DOUBLE YELLOW
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Proieat No.
20520
Dates
14 February 2006

4O/V91 JW7o(a02/V
copyright 2006 Hite associates
X 23,42
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Longleaf Pines
Developers LLC
D8 3023. P. 0389
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NOTIFY THE UTILITY LOCATOR
SERVICE (1-800-832-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING
CONSTRUCTION IN ORDER THAT THE EXISTING UTILITIES IN THE AREA
MAY BE FLAGGED AND STAKED. CONTRACTOR SHALL USE ALL CARE
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ETP - EXISTING IRON PIPE
UG - 1.1WOEAGROUND
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OH - DYERRI£AD
FPS - NO POINT SET
L F. - EXISTING 1 RON PIPE
ECM - EXISTING CONCRETE m40FUENT F/F - FINISH FLOOR
RAW - RIGHT OF WAY
P/S - PUT OF SERVICE
B/M - BETWEH MAR(
WIN - WATER METER
R/RS - MUM SPIKE
F/H - FIRE HYDRANT
B/B - BACK OF DA M BACK OF CURB FES - FLARED END SECTION
SID -SIGHT DI STANCE
HAW - WAD 1WALL
KIL - R FD MN BUILDING LINE
BM - GIA OFF
R - RADIUS
GY - GATE VALVE
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P/L - PROPERTY LINE
EL - ELEVATION
H/C - HANDICAP
PP - POWER POLE
TIC - TOP OF MOWC(kWCRETE
T/P - TGAIHM PEM
TP - TOP DF PAVFTENT
UP - LIGHT POLE
TW - TOP OF �
M - CATCH BASIN
TCWI - TOP OF CONCRETE 1NAI.K
DI - DROP INLET
GR - TOP OF GRADE
YI - YARD INLET
E/P - EOGE OF PAVEMENT
INV - INVERT
CIIG - CURB >I QUITTER
C/O - CLEAN OUT
EP/EP -EIK E PVMT TO EDGE PVNI
mH - MANHOLE
OF - CORRUGATED METAL PIPE
SS - SANITARY SEVER
RCP - REINFORCED CONCRETE PIPE SD - STORN DRAIN
DIP - UTILE. IRaN PIPE
JB - JUNCTION BOX
Y Y
WATER LINE
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SANITARY SEWER
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PROPPED STOM DRAINAGE
DRAINAGE
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- - - - - 24-- - - - - -
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SNOW 00 NOr NW SARR r APPLYCGLEND IS FOR REFERENCE ONLY; TO1THIS AROJfCT.ORt VIA T10N5
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\ 2s BLU MG. cONIN11Ans of
WATER WO Bl1L0010 BY M fi'
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QRAAVVEL CCaa�STRUC�I SIGN
\------------------___ -___ _- ---- - -X 2 $ NV-T027' er 25'-0" MIN. SETBACK FOR R-8 ZONING 15RCP---,INxr28; 1- �Vti-q0;� --
--- - -- --- _-
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pyD `/ �OPP Note: NCDOT Improvements and permiting Jed No
NOTES:
1 ALL STORM DRAINAGE INLETS SHALL BE PROTECTED WITH
STORM INLET SEDIMENT TRAPS AS INDICATED C-302.1 UNTIL
SITE HAS BEEN SEEDED AND STABILIZED
2 PROVIDE A GROUND COVER (TEMP.OR PERM) ON EXPOSED
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; AND A PERMANENT GROUND -
COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTUION OR DEVELOPMENT.
to Airport Road by others 20520
NOTES: Date' 14 February 2006
1 ALL CONCRETE CURB & GUTTER CONCRETE VALLEY GUTTER
AND CONCRETE APRONS ASSOCIATED WITH CURB & GUTTER,
AND ASPHALT PAVING & BASE BY SITE WORK CONTRACTOR.
ALL OTHER CONCRETE SIDEWALKS AND FLAT WORK BY
GENERAL CONTRACTOR.
2. SITE CONTRACTOR IS RESPONSIBLE FOR SITEWORK
AND ALL WORK SHOWN ON "C" SHEETS, EXCEPT
AS NOTED.
201 . 1 SATE _GRADING & EROSION CONTROL PLAN
SCLE: 1"
GRAPHIC SCALE

m
copyright 2006 Hite associates
0
MANHOLE RING & COVER TOP OF PAVEMENT MANHOLE RdVG & COVER TOP OF PAVEMENT
a'
FINISH GRADE FINISH GRADE
i
'
112" GROUT 1/2" GROUT ) *
GENERAL NOTES
1. WHEN INSTALLED IN PAVEMENT —�--
j e ° ° ° MANHOLE TOP SHALL BE FLUSH
WITH FINISH PAVEMENT •' ' ` p
� CORED HOLE WITH
FLEXIBLE SLEEVE �• 2. THE DISTANCE FROM THE TOP OF • Z
PRECAST MANHOLE CONE e ° PRECAST MANHOLE CONE
TEE r0.l.P. wi THE MANHOLE RING/COVER AND
° RETAINER GLANDS! • FINISH GRADE MAY VARY WIDEL Y '
.:
a TYP. W. STEPS V V" O.C. TYP. MH. STEPS 0 16" O.C. a SEE PLAN STRAIGHT
w 1 JOINT D.I P. e w
w ADAPTOR w
w
w w 3. EXTEND PIPE INSIDE MANHOLE WALL
3 SEE SPEC FOR JOINT SEE SPEC FOR JOINT => 2", DEPENDING ON PIPE SIZE
' REQUIREMENTS °
w REOUlREMENTS ° :: L,:.., ::;.. '.:, ":. wo=
s::; Z • C;. a .{: PVC 4. MIN. (Il GRADE RING REQ'D IN NON-
° '':'::, ;::: ;=-::• ° PAVED AREAS. IN PAVEMENT GRADE
FLEXIBLE SLEEVES AT M.J. CAP W/ UPPER FLEXIBLE SLEEVES AT w
ALL POINTS OF PIPE 213 OF END REMOVED. " �::; ` -' . ' ALL POINTS OF PIPE RING NOT ,•4EQ D EXCEPT AS NECESSARY
a ENTRY - SEE SPECInCATIONS ° SECURE W/ RETAINER a '.:';::':' ENTRY ^SEE SPECIFICATIONS e e 5 TO MEET FINISH ELEVATION •' • ";
IS
GLAND INCOMING PIPE SIZE OF M
12'; UDS 8" DROP M
GROUT CHANNEL—,,° ° ,s;::',' ''•:,i :: ;•.,; ' GROUT CHANNEL ° ° 5. NO MORE THAN (2) GRADE
a" 4" O
RINGS SHALL BE INSTALLED F
a" s" • ::fir ------COMPACTED SAND
3'-0" BACK OF CURB U `
a `, ° • , ... • %BEh'D.I.F.1, . °
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I cj W �.. _ _ ro0 x 100 x 30" OR GREATER 6'-0"
COMPACTION COMPACTION _
B7 7B ■� C�
Z U
FOR MANHOLES 12'-0" OR LESS IN DEPTH FOR MANHOLES 121-011 OR LESS IN DEPTHwa
K
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- CAST IRON _
+ *
GRATE &FRAME co ° b b
`�./% ° '��/%
MANHOLE
MANHOLE BASE ° ° ° ' ° ° ° ' ° ° ° ' ° - ° °
_ PLAN MANHOLE EASE -
. �- •' Y�
4 BARS
• ° a a ° ° ° , ° ip 64 BARS
AVo a.... 12" E.W
r r r r • r r
- YVA11.7 �f -II II�W� , • .
-, - �' � rrAx COl�RETE T� HE i/s�v. •.. •i�� i ��T...wr.rr �,.a+ + • �w...��� '*'�� • .ras r NOTE
IRVIi TJ7� : • IW
r ,' r ,. f r + r r r
_ ., _ �r 12" MMI. c48c r2" MIN. cABc INVERTS TO BE SHAPED ACCURATELY TO A SMOOTH %® ; • = 0
� CATCH a4SW FRAME' & GRA7F SECTION "A -A" SEMI -CIRCLE FINISH CONFORMING TO THE INSIDE CONTOUR
TYPE al ZWO WEWY MS.) OF THE ADJACENT SEWER SECTIONS. ALL ENTERING BRANCHES :• ; co
` ro
OR APPROVED EiXIAL cRour AND CHANGES IN DIRECTIONS SHALL BE FORMED BY CIRCULAR
CURVE IN THE INVERT OF AS LARGE A RADIUS AS THE SIZE WTOERSECwTA N
OF MANHOLE WILL PERMIT. CHANGES OF SIZ£ AND GRADE OF
— J CHANNELS SHALL BE MADE GRADUALL Y AND EVENLY. THE INVERT ■ — _�
- _ r + CHANNELS SHALL BE FORMED DIRECTLY IN THE CONCRETE OF THE V
FOR MANHOLES OVER 12'-0" IN DEPTH FOR MANHOLES OVER 12 - O,+ IN DEPTH MANHOLE BASE OR SHALL BE BUILT UP WITH BRICK AND MORTAR.
USE PRECAST EXTENDED BASE USE PRECAST EXTENDED BASE
m THE FLOOR OF THE MANHOLE OUTSIDE THE CHANNELS SHALL BE N
_ STEPS C 16" O.C. SMOOTH AND SHALL SLOPE TOWARD THE CHANNELS NOT LESS ,
#VSDET & p SEISE a OMMON THAN 1" PER FOOT NOR MORE THAN 2" PER FOOT. MANHOLE INVERTS
WITH %z" THICK ``` ��� BRICK
MORTAR � �y 2'-0'
r 3'D„2TYPICAL PRE —CAST MANHOLE & DROP MANHOLE
MIN v %
.; A MINA 4Y4" 301 �` SCALE: 112" = 1,-0„ Q,c•
_ - _ �� y� o�pRAiION
ODIA
52 7
WEEP HOLES ci �" �!- z
TYP. 4 SIDES )Rl
�1S193lS �
WEEP HOLES FLOOR SLAB TO 4'-0" MIN.
TYP. 4 SIDES BE FORMED Z () I
8" OPENING AS REQ'D 6" 4
--,f� FF_ Q •ssb a• • 1
SECTION "C-C" ro
SECTION "B-B" O Ln
••.•'•s� • •°'•.,•
F 00
o U 0)
a z (9 �y 4a Z °Q : C`j
Uj g Z a LLI L
cv 0 J 1~ • •
1 V M W Q ' ..'••�
e w .Z U •-• • : Q
CATCH BASIN z � n ••• s •�'
DETAIL w LU •'� fA (7 assssss•
301.5MASONRY
SCALE: 112" = 1'-01' r-1
r
,-----------,
GENERAL NOTES: I I U
CONCRETE SHALL BE 40DO PSI MINIMUM ©© NOTE.:
REINFORCING STEEL ASTM A-615 GRADE 60 CATCH BASIN FRAME 4'-0" MIN.
STRUCTURES SHALL MEET NCDOT APPROVAL TO AND GRATE TO BE
10' IN DEPTH CH-BN 2001 OR APPROVED
tMIN.) AS REQUIRED SHALL
OLID BOXES LL MEET H-2D LOADING EQUAL 6" OPENING AS REQ'D s"
ALL S0
TO A DEPTH OF TOP o
4' 8" V-31/4" 8" 4" PRECAST BOXES SHALL MEET ALL NCDOT
(MIN.)
STANDARDS
," THICK SOLID STEEL
ANY MODIFICATION TO ANY PRECAST BOX MAY
SECTION SOLID CONCRETE TOP PLATE (ALTERNATE FOR
NULLIFY H-20 LOADING ABILITY. CONCRETE SLAB TOP)
ALL JOINTS TO BE SEALED WITH BUTYL —
RUBBER JOINT SEALANT CONFORMING TO THE FRONT
REQUIREMENTS OF ASTM C990, OR MORTAR AS
PER NCDOT REQUIREMENTS. ME SIDE 4'-0° MIN. NOTES:
r—� CATCH
I AND GRATE
B SHALL BE REQUIRED ON BOXES OVER V-W IN DEPTH. s CONCRETE SHALL BE 4000 PSI MINIMUM C
© B STEPS SHALL BE COPOLYMER POLYPROPOLENE PLASTIC
REINFORCING STEEL ASTM A-615 GRADE 60 � 0
0 o AND SHALL MEET THE THE REQUIREMENTS OD ASTM C478
STRUCTURES SHALL MEET NCDOT APPROVAL 70 0 ♦ J tC
RISER SECTION IVIN DEPTH (I) 0
C==� M, 4'-0" MIN. —a ,'TO WAS REQ'D O J
ALL SOLID BOXES SHALL MEET H2O LOADING
TO A DEPTH OF 164'. 00 -C
! o o OPENING AS REQ'D I�K oRiQ NOTE: PRECAST BOXES SHALL MEET ALL. NCDOT � 0
a l -7� � ,Qe DROP INLET FRAME STANDARDS = Z
ioAND GRATE SIMILAR TO ANY MODIFICATION TO ANY PRECAST BOX MAY V
CH-BN-2001 OR APPROVED NULLIFY H 20 LOADING ABILITY.
EQUAL
a COVER ALL JOINTS TO BE SEALED WITH BUTYL cc C
FRAME & GRATE SIMILAR TO SECTION SOLID CONCRETE TOP
DEwEr BROS. cH-eN-z RUBBER JOINT SEALANT CONFORMING TO THE � � 3
REQU TOP PERRUBBER
IREMTS REQUIREMENTS . OR MORTAR AS 0
TOP VIEW RING W
SECTION "A —A" V
PAVEMENT FINISH GRAVE PAVEMENT SECTION _
SHALL BE REQUIRED ON BOXES OVER 3'-B" IN DEPTH. � O C
FINISH GRADE 4'-0" MIN. N STEPS SHALL BE COPOLYMER POLYPROPOLENE PLASTIC V
GROUT AND SHALL MEET THE THE REQUIREMENTS OD ASTM C478 W „� >
GROUT S" Apm
° ° opt z0
3
FRONT SIDE W W U
iO o o Uj
� r ";IAMON
BOND BRICK DROP INLET FRAME
12 RISER SECTION ° o °
STEPS C 16" o.c. 1'TO 4'AS REQ'D AND GRATE C
SIDE, 4'-0" MIN.
(MIN.)
BOTTOM
2'-3y4" CAST IRON FRAME CAST IRON COVER TOP BASE SECTION z' V m
Peas rE>2 A (MIN,) A
B
6sC) �� s„ „ s„
4, sllMwrrrr� CL Z
STEPI I STEP �, > .' •� _=====ti 'i ..
V ^ U
CLASS 3000 PSI vwi N LLJ w w
VS N N
W
•i!
CONCRETE FOOTING BASE SECTION
5'-0" "` w BASE SECTION SEWER PIPE m.E.I'a BASE SECTION w � p �� w
2' TO 4' > Z TO 4' a m T TO 4'
GRADE 40, NO. 5 STEEL " +r STORM PIPE 4 a" a
REBAR AT 12" O.C. BOTH SEWER PIPE CD.k P) ✓$ 0 . \ `, '
WAYS IN CENTER OF SLAB �` o
w�
x -
N
N N N
SE " CTION "C—C" SECTION "B—B"
m
DIMENSION VARY FOR PIPE —
LARGER THAN 24" 4'-0" MIN. 4'-0" MIN. _._...___ 4'-0" MIN. 4'-0" MIN, 3'-2" MIN.
fB
SE SECTION A A BASE SECTION B-B ALTERNATE BASE SECTION BASE SECTION WITH CORED OR
WITH KNOCKOUTS CAST OPENINGS Project W.
A 20520
Date=
MASONRY DROP INLET CONFLICT/JUNCTION BOX DETAIL PRECAST STORM DRAINAGE STRUCTURE DETAIL 14February2006
DETAILDrar�riq.
■SCALE: 1/2" = 1'-0"■ SCALE: 1/2= 1-0" SCALE: 112" = T-0"
NOTE: NOTE: DIMENSIONS VARY FOR PIPE
CONFLICT BOX SHALL ONLY BE UTILIZED WHERE SEWER DEPTHS ARE SHALLOW LARGER THAN 24"
AND CONFLICT WITH STORM DRAINAGE CANNOT BE AVOIDED WITHOUT PUMPING.
CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM CITY OF NEW BERN
ENGINEERING PRIOR TO CONSTRUCTION OF BOX. 301

copyright 2006 Hite associates
GENERAL SITE NOTES
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH
GRADE LIMITS AS NEEDED.
3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR, EROSION CONTROL
ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
4. INSTALL PERMANENT DETENTION BASIN AN ROCK DAM, PERIMETER SEDIMENT TRAPS,
DIVERSIONS AND THE PERIMETER SEDIMENT FENCES AS THE FIRST CONSTRUCTION ACTIVITY
PRIOR TO THE INSTALLATION OF ANY FILL.
S. INSTALL PERMANENT PERIMETER SEDIMENT FENCES AS THE FIRST CONSTRUCTION ACTIVITY
PRIOR TO THE INSTALLATION OF ANY FILL.
6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND USE APPROVED
ACCESS TO SITE ONLY.
7. BEGIN TO GRADE THE BUILDING PADS DISTURBING EXCAVATED MATERIAL IN THE
FILL SECTIONS.
8. UPON THE COMPLETION OF FILL SLOPES INSTALL DRAINAGE AS INDICATED ON
PLANS; INSTALL RELATED EROSION CONTROL MEASURES AND END -OF -DAY
MEASURES,
A. INSTALL PRECAST CATCH BASINS AND STONE INLET SEDIMENT TRAPS UPON
THE COMPLETION OF EACH LEG OF PIPE.
MIN,
9. PERMANENTLY SEED THE SLOPES OF ALL THE PERIMETER FILL, LI
10. INSTALL RIP RAP OUTLET PROTECTION AT EACH OUTLET.
11. BEGIN A COMPLETE ROUGH GRADING OPERATIONS.
12. BRING BUILDING PAD AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE, TEMPORARILY
SEED THESE AREAS TO PREVENT EROSION UNTIL SUCH TIME CONTRACTOR
IS READY TO PROCEED NTH FINAL. CONSTRUCTION.
13. TEMPORARILY SEED ALL DISTURBED AREAS WITH THE EXCEPTION OF AREAS THAT
CONSTRUCTION WILL CONTINUE.
14. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF GRADING OPERATIONS.
16. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED
BY THE STATE OR OWNER IF DEEMED NECESSARY.
16. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, FINE GRADE
DISTURBED AREAS, AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
17. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS PER ACRE OF
FERTILIZER EVERY 6 MONTHS UNTIL. THE COMPLETION OF PROJECT.
18. WITHIN 6" OF FINAL GRADE, RE -DISTRIBUTE 6" OF TOP SOIL
19. FINE GRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
20. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES UPON
COMPLETION AND STABILIZATION OF PROJECT.
MAINTENANCE PLAN
1. All erasion and sediment = tr01 practices will be checked tr stability and operation
following every run-off producing rakdfall but in no case less Phan once every week. Any
needed repairs will be made immediataly W mahaln allpraclim as designed.
Z Sectirnent will be removed from behind the silt fersGa when it becomes 0.5 feet deep.
3. Sediment wM be removed from the sediment trap when the storage has been
approximately 60% fled. Gravel will be deaned and replaced when the sediment pool
no IoW drains properly.
4. Al seeded areas 0 be fer6l&K reseeded a necessary, and matched acceding to
spells in the vegetative plan to maintain a vigorous, dense vegetative cower.
PLANNED EROSION AND SEDIMENT CONTROL DEVICES
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PRACTICE 6.06
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IS TO BE USED AT STREET CONNECTION.
DIMENSIONS ARE TO BE AS INDICATED ON PLANS. THE CONTRACTOR HAS THE PREROGATIVE
TO IDENTIFY A SINGLE ENTRANCE AND TREAT SAID ENTRANCE WITH THIS PROTECTIVE
MEASURE. IF, HOWEVER BOTH ENTRANCES ARE USED DURING CONSTRUCTION, CONTRACTOR
SHALL PROTECT BOTH WITH TEMPORARY GRAVEL
TEMPORARY FABRIC DROP INLET PROTECTION
PRACTICE 6.51
SEDIMENT FENCE IS TO BE USED AROUND ALL YARD INLETS AND CATCH BASINS UNTIL SUCH
TIME SITE IS STABILIZED WITH VEGETATIVE COVER OR PARKING AREA SUBGRADE IS
COVERED WITH CABC.
TEMPORARY SEDIMENT FENCE
PRACTICE 6.62
SEDIMENT FENCE IS TO BE USED AS NEEDED TO PROTECT AREAS AS SHOWN. SILT
FENCE IS TO BE PLACED AS SHOWN ON PLANS AND ANY OTHER AREAS SUBJECT
TO DISCHARGING SEDIMENT DIRECTLY INTO CANALS AND DITCHES.
CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE..
SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES.
VEGETATION PLAN
A. PERMANENT SEEDING AFTER APRIL 15 AND BEFORE SEPTEMBER 15.
SEEDING MIXTURE RATE (LBIACRE)
FALCON FESCUE 150
SOIL AMENDMENTS
SEE PROJECT SPECIFICATIONS
MULCH
SEE PROJECT SPECIFICATIONS
B. PERMANENT SEEDING AFTER SEPTEMBER 15 AN BEFORE APRIL 15.
SEEDING MIXTURE RATE (LBIACRE)
FLACON FESCUE 150
ANNUAL RYE GRASS (SEPTEMBER 15 THRU APRIL 15) 50
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APRIL 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS
SEE PROJECT SPECIFICATIONS
MULCH
SEE PROJECT SPECIFICATIONS
i
VEGETATION PLAN
(CONT'D)
C. TEMPORARY SEEDING
DURING WINTER MONTHS (SEPT. 15 -APRIL 15)
SEEDING MIXTURE
RATE (LB/ACRE)
RYE (GRAIN)
120
ANNUAL LESPENDEZA (KOBE)
80
OMIT ANNUAL LESPENDEZA WHEN
DURATION OF TEMPORARY COVER IS NOT EXTEND
BEYOND JUNE.
I SEEDING DATES
COASTAL PLAIN - DEC. 1 -APRIL
15
SOIL AMENDMENTS
SEE PROJECT SPECIFICATIONS
MULCH
SEE PROJECT SPECIFICATIONS
I D. TEMPORARY SEEDING
AFTER SEPTEMBER 15 AN BEFORE APRIL 15.
SEEDING MIXTURE
RATE (LBIACRE)
GERMAN MILLET
40
SEEDING DATES
APRIL 15 -AUGUST 15
SOIL AMENDMENTS
SEE PROJECT SPECIFICATIONS
MULCH
SEE PROJECT SPECIFICATIONS
2% GAUGE
MEDIATE WIRES
FILTER FABRIC SHALL HAVE MIN.
85/ FILTERING EFFICIENCY. A MIN. TENSILE
STRENGTH OF 30LB PER LINEAR INCH, AND
A MIN. SLURRY FLOW RAE OF 0.3 GAL PER
SO FT. MIN.
.ql�T�
WIRE SHALL BE A MINIMUM OF 32" WIDTH AND SHALL HAVE
A MINIMUM OF 6 LINE WIRES WITH 12 STAY SPACING.
ULTRAVIOLET RESISTANT (BLACK) FABRIC SHALL BE A MIN.
OF 36" IN WIDTH AND SECURED TO WIRE WITH METAL CLIPS
OR WIRE AT 8" OFF CENTER, CARRY 12 FABRIC AND WIRE
6" INTO TRENCH. BACKFILL AND COMPACT, STEEL POST
SHALL BE SELF -FASTENER ANGLE STEEL TYPE - 5'-0"IN LENGTH.
302.9 TEMPORARY SILT FENCE
SCALE: NONE
CV
I.CIV I CIS LING JYYHLr-
DESIGN
SETTLED
TOP
J
O _j
LL
Ln
i V,
is
A
VARIFS rCFF P1 AN)
r IL I LfN r /iOISw
CROSS SECTION
302.8 TEMPORARY SEDIMENT TRAP
SCALE: NONE
Section A -A
5
FILTER FABRIC
302,1 OROCK CHECK DAM DETAIL
SCALE: NONE
�d
J
Q
w
w
JUTE NET LINER OR EXCELSIOR MAT
rn WHERE APPLICABLE - SEE PLAN
w
a
FINISH GRADE > FINISH GRADE
SEE PLAN C-201
1
302,4 DITCH/ SWALE CROSS-SECTION
SCALE: NONE
302,3 TYPICAL
SCALE: NONE
FES PIPE A INDICA TED
ON GRADING & EROSION CONTROL PLAN
STONE
ROUND FES PIPE AS NOTED
I EROSION CONTROL PLAN
SRIC UNDERL INER
RIP RAP DETAIL
PROVIDE GEOTEXTILE FABRIC
TO STABILIZE FOUNDATION
(ESPECIALLY IMPORTANT WHERE
WET AREAS ARE ANTICIPATED)
UF' I KLAM kNU
IF STORM DRAIN
OVERFLOW 1/3 PIPE
AeopDIAMETER
Y4" EXTERIOR
PLYWOOD
BURY BOTTOM - ----_---____I %4" EXTERIOR
OF PLYWOOD PLYWOOD
STEEL FENCE POST
OVERFLOW 1/3 PIPE
o DIAMETER
Ae
WASHED STONE FILTER
INLET ACROSS INLET
n MFN LJ rr ru"E CLOTH
Pr YW= PCE-7 P1R►O7W MV AI D STa E FL TER M07ECMV
302,2 END -OF -DAY INLET PROTECTION DETAIL
SCALE: NONE
STEEL F
WASHED STON
INLET ACRO
FLOW
ii"�
O�W&
III
f'
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH
JOIN STRIPS BY ANCHORING
AND OVERLAPPING 18" MIN.
302.7 TEMPORARY NET LINER DETAIL
SCALE: NONE
1,
2" TO 3" COARSE AGGREGATE STONE SHALL BE USED. PAD TO BE 50'x2O'x6" AT A MINIMUM
2.
TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
J.
ENTRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES,
4,
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREET. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY;
KEEP SOME HANDY.
5.
ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
6.
APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
DIVERSION RIDGE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
8" HIGH
8
7.
PURPOSE., TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND
2" TO 3" COARSE
SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION
AGRREGATE
FROM SURFACE RUNOFF, AND HELP CONTROL DUST.
8,
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND
U
OTHER OBJECTABLE MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN
Q
�• 6" THICK
FOUNDATION FOR POSITIVE DRAIANGE.
H
.
o ID
9.
IF THE SLOPE TOWARD THE ROAD EXCEEDS 2/., CONSTRUCT A RIDGE 6" TO 8" HIGH
Z
ua U n
WITH 34 SIDE SLOPES, ACCROSS THE FOUNDATION WIDTH APPROXIMATELY 15'-0" FROM
O
d 5; N CO
THE ENTRANCE TO DIVERT RUNOFF AWAY FROM PUBLIC ROAD
02
F- Z
�a«0
10.
PLACE GEOTEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIALLY
(9
Z
to cja
0 W
IN WET CONDITIONS THAT ARE ANTICIPATED.
w
¢ U -� N
11,
PLACE STONE TO DIMENSIONS AND GRADE AS SHOWN ON PLANS, LEAVE SURFACE
y
N
SMOOTH AND SLOPED FOR DRAINAGE
W
Lu
w
' Ir
12.
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEIMENT
TRAP OR BASIN.
5
c
r
U
13.
INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
302,5TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SCALE: NONE
NOTE:
SEDIMENT SHALL BE REMOVED & RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO %z DESIGN DEPTH OF TRAP.
REMOVED SEDIMENT SHALL BE DEPOSITED IN SUITABLE AREA IN SUCH A
MANNER THAT IT WILL NOT ERODE, THE STRUCTURE SHALL BE INSPECTED
AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. CONSTRUCTION OPERATIONS
SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER
POLLUTION ARE MINIMIZED. THE SEDIMENT TRAP SHALL BE REMOVED AND AREA
STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED. WIRE MESH INSTALLATION SHALL BE IN ACCORDANCE WITH
/ STD. NO. 20.05; WIRE MESH SHALL BE HARDWARE CLOTH 23 GA. MIN. AND
AREA
302.1 STORM INLET SEDIMENT TRAP
SCALE: NONE
0
'S
0
M
M
N
Z
�
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Gia
C
ca
Z
W
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Project No.
20520
i Dates
14 February 2006
Drawing no.
C

f
Map
p
copyright 2006 Hite associates
//��,, D£PRESSI~EEY SAP ' AGCE�I.
GON(:REYE W - 1 COLORED
\` AS SPCOLIOR BY ARCH CT f w ' - _ _ _ �IIN.
I , I i` 1 , 1 ♦ ♦ . § i; /_mow `�`_ +Oil
MAX
TAPER •�
CURB AND GUTTER TRANSITION
R -SEE PLAN ww�� �i TO FLUSH
JA
CONCRETE CURB END TREATMENT
SCALE: NONE
3030
R
HANDICAP CURB CUT303.12 SCALE: NONE
'- HANDICAP CURB CUT
SCALE: NONE � p
IGH
ROUND OVER-
DO NOT _�
SMOOTH TOP
TUR
-- BLOCK
CONCRETE FILLED
STEEL PIPE BOLLARD SIGN •
{ (PAINT YELLOW)
ONE WAY ,
INLY
TERSECTIONN m
_+ 6" STEEL PIPE DO NOT
12"x18" L 16"x18" M 16"x24"
- :• _� .� ' � GALVANIZED �..;
- ° . 3000• CONCRETE POST
(FILLED SOLID) TYP
D, . ONE WAYi A I
NE�
=_ FOR
_-
DO NOT PEDESTRIAN
1 ° o
SLOPE CONCRETE
Ai TOP
-_� a -, � � � �,�, FfRE IN
FINISH GRADE FINISH GRADE ENTERCROSSVIALK
�� ,ray LANE
.`
FINISH GRADE
€ t 12"x,8"
\// �� 12"x18" 12"x18'•
\ \ \ \ D ° ' D ° D E G 12"x18" H 12"x18"
a
\ \ \ \ n�.. P
€ r
SIGN ELEVATION
t
_
r r as rr ; v
�.. ?_YIELFACULTY
_=_ \ \ \ \ \ \ \ ,P' :? D
{\\ \00
\ \\ a • , \\ \\ \\ r. NOTES: o .�• W
/// // / ° . ° // // �, �' to �. w _
\ \/\ , ° ' \ \/\. 1. USE GALVANIZED STEEL "U" SHAPED "�;
r D : D o \/\\n:. �� PARKING FIRE LANE
. ° `� "�"�•♦ �.� '�^� CHANNEL POSTS. PLACE SIGN .FLUSH WITH TOP OF POST. �, - " �' � �' � 3 '�a31SI93�
.� x ° n •n A \ \ \• 3000• CONCRETE
RESERVED PARKING SPACE 2. ATTACH EACH SIGN TO THE WIDE FACE (FLANGES) OF THE POST
'! \\/�\\ D • : D • ' D • : ° • : D • \//\//\` LABEL - "RESERVED" WITH GALV. HEX Imo. BOLTS, FLAT WASHERS, LOCK WASHER :
12 WHITE LETTERS ONLY
�%\ /.; coMPAcr�n (TYPICAL B PLACES, SEE PLAN) AND HEX H.D NUT AS REQUIRED. ¢LU
-
�-_:
`- BACKFILL ,' , ? � ••••a••
\/ /\/\/ \/\/\ \/\ VISITORPARKING ISiT RE z , •• s •.,• �:.
/\ \/\/ \/\j\/ /\
/\\/ /\\/\\/\\ \\,r
�a� a
\/\ (TYPICAL 5 PLACES SEE PLAN) A NCDOT STD B NCDOT STD 12"x,8" 12"x1s" V V V " • •' • •. •�
0 LWLI
LU
QaLU
,N
. .
0 Z .• �, ;
PARKING SPACE PAVEMENT DESIGNATION
TYPICAL REGULATORY SCHOOL SIGNAGE J �••••••••
303,10 BOLLARD DETAIL 303.9 SCALE: NONE
SCALE: NONE SCALE: NONE
NO PARKING SPACE ■
LABEL - "NO PARKING" O
12" WHITE LETTERS
(TYPICAL)
I
a
0 0
CD
ALL CONCRETE 1V
OT4E do
LKENOTED OTHERWISE �% C
TOOLED EDGE SEE SITE PLANS - TQ / EXPANSION 2
3000 PSI CONCRETE �� i2 �� _ � 0
FINISH GRADE BROOM FINISH - SLOPE TO DRAIN
24" CONCRETE CURB SIDEWALKS & EXP. JOINT 0 4"'� t6
AND GUTTER BY GENERAL BY G.C. UNLESS OTHERWISE 9` 0 C: J U
CONTRACTOR NOTED 9 �'■ L
s SLOPE �/4"/FT. .
PAVEMENT AS WWF 6 x 6 - W2.9 x W2.9 PAVEMENT AS 3000 BROOM FINISH RESLOPE TO DRAIN ��c�F V ( 0 0
. j SPECIFIED SPECIFIED SS/ r/� _
---� 3000 PSI CONCRETE SLOPE '/4"/FT. e(F �* U z
CABC AS SPECIFIED BROOM FINISH - SLOPE TO DRAIN E
CABC AS SPECIFIED
V, /v
PARKING SPACE SIGNAGE AND PAVEMENT MARKINGS L'
I • ♦ I 9 , I�
�.� �..�Mwwr rir• r,6 rrrr i� ♦ 4
COMPACTED EARTH o D• v� : D a D v D v a; D v: D °' 0
�a
COMPACTED EARTH
COMPACTED EARTH E C
NOTE: PROVIDE V2"EXPANSION JOLNTS IN WALKS 3O'O.C.MAXIIN TOOLED •5 BAR CONT.
DAP ScoRm RESERVED RESERVED Z V
AND SEALED WITH CM APED RUBBER SL:II .,W1 . MVDE T' ` „ „ W
MKS IN WALKS 5 O.C. GIAXNr , VERIFY LAYOUT WITH ENGINEER.s 4
PARKING PARKING 0 >
Atom, PRovAr Y2m Em°AIIfSIOW "as ov wNxs sac. � mo m
Aw SAIL® II w rasa A�PL+L�a IP hm s�EACANT. mvw r" F& wm . � � Hi C-
•ANTS ivac, wAm 5'A6ism vfwy C mff w
R7-8 R7-8 Z V m
l303,7CONCRETE303.3
12"x18" 12"x1$" 3
WALK DETAIL DUMPSTER PAD DETAILCURB & GUTTER a SIDEWALK o
SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-'0" � z
z
1" RADIUS EDGE 3000 PSI CONCRETE
BROOM FINISH - SLOPE TO DRAIN U_ VAN MAXIMUM K
SPECIFIED _ R7-8D _
PAVEMENT AS o „ �,
ACCESSIBLE 12 x6 PENALTY
�
SLOPE/4°/FT. b
0 121ix9" 8
m 0
WWF 6 x 6 - W2.9 x W2,9 CABC AS SPECIFIED 6 1 _6.,lap 6" 1'-641 ZrJU —1 Z
FINISH GRADE '
_' • � • • • � 3000 PSICONCRETE �-- � °'9•�'0 0 �
3000 PSI CONCRETE ° ° ao c�
BROOM FINISH -SLOPE TO DRAIN00 1 3000 PSICONCRETE MAXIMUM 0
i i1
,� v ' D /2 R 3" R /2 R 3" R � R7-8D
SLOPE /4 /FT. PENALTY o c
�- ♦ __ 3" E/e° R 3" R %a" R � o $ 2�J0 12 x9 � _
- ' G.S. 20-37.6 EJ V Project No.
D• v�: D, Q D , o V, a _ _
b COMPACTED EARTH Fv cv p ¢ m0 20520
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2 _Q„ 2,_0„ 0 PER G.S. 20-37.6 L �= 14 February 2006
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•5 BAR CONT. • COMPACTED EARTH SLOPE DOWN INDICATED ON COMPACTED EARTH PROVIDE "VAN ACCESSIBLE" PARKING SIGNAGE 1 PER 8
i AUTE-* PlTOYN 112 DFANSlIOW A WTS AV W&C 30 as AM>I'RW. rOOLEa ACCESSIBLE SPACES AS SHOWN ON SITE PLAN mar nq
AM7 5i "ALEI7 NI<TH COLD APy:UM RUM SEALANT. PROVW r•W swu SITE PLAN BY CROSS -HATCH
a" 4" Jif7IVTS N IYAf.KSS = U4099 VERIFY LAYOUT W1iN EINGIII R. MOUNT SIGN ON 2" SCHED 40 GALV STL PIPE W/ CAPPED END,
GUTTER SPILL PAINTED WHITE, SET 3' BELOW GRADE IN .5 CY CONC
CONCRETE ACCESS DRIVE MONOLITHIC CURB DETAIL303.22411CURB & GUTTERTYPICAL HANDICAP PARKING SIGN303■SCALE: 3/4" = T-0" SCALE: 3/4" = T-011 303. SCALE: NONE
SCALE: 3/4" _ 'I'-0"

A
copyright 2006 Hite associates
FINISH GRADE
CATCHERS BOX
& BATTERS BOX
CATCHERS BOX
& BATTERS BOX
17"
HOME PLATE
SOFTBALL INFIELD LAYOUT
24'
PITCHERS
PLATE
95' TO GRASS LINE FROM
FACE OF PITCHING RUBBER
I
LEVEL AREA
(34" x 60")
6
I PITCHERS
RUBBER
(24" x 6")
PITCHERS
MOUND
NOTE:
PITCHING DISTANCE IS MEASURED FROM
THE FRONT EDGE OF THE PITCHERS PL TE
TO THE APEX OF HOME PLATE (TYPICAL FOR
BASEBALL AND SOFTBALL)
304.E INFIELD DIAGRAM DETAILS
SCALE: NONE
TOP SUPPORT RAIL FOR CANVAS TOP
304.4 DUGOUT REAR ELEVATION
304.1 DUGOUT FRONT ELEVATION (FIELD SIDE)
SCALE: 3/8•• - 1. 0"
GRADE
SCOREBOARD
FOUL
• POLE
200' / 200' / 200' OUTFI ELD FENCE
304.5 FIAELD
� r i
TERMINALLINE POST m
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CENTER BRACE RAIL
+ ♦�0 �++ " ♦+4 h
GA. CHAIN
304.3 DUGOUT RIGHT SIDE ELEVATION
SCALE: 3/8" = i'-0"
1OWt
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ED 304.
rD b ANor MOM Am) ALL cm4w c►mr
T. AL XPOSmDFWTO BE AADED AS RS rAUED 0 F OV�ARD BALL Au iilELDS.
NO ANOTRMW HARDWARE WSIDE . ( wME W. 304.1 DUGOUT PLAN VIEW
SCALE: 3/8" = V-0"
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20520
Date,
14 February 2006
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304

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i
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FLAGPOLE
ALUMINUM CLEATS
ALUMINUM FLASH COLLAR
3000 PSICONCRETE
HARDWOOD WEDGES
DRY SAND TIGHTLY TAMPED
AFTER ALIGNING POLE
BLACK ASPHALTUM PAINT
INSIDE AND OUTSIDE SURFACES
OF POLE BELOW GRADE
FOUNDATION SLEEVE - 16 GA.
HOT DIP GALVANIZED STEEL
STEEL CENTERING WEDGES
STEEL BASE PLATE
STEEL SUPPORT PLATE
WELDED TO GROUND SPIKE
305,3 FLAGPOLE DETAIL
SCALE'. 3/4" = 11-0"
CHAIN LINK FABRIC
FASTENED TO FIELD SIDE
OF BACKSTOP AND WINGS
5" OIA.SCHEDULE 40
GALVANIZED STEEL PIPE
PLAYING FIELD
COMPACTED SUB-(;RADE
3000 PSI -CONCRETE
FOOTING
30504 BACKSTOP /WING POST
SCALE'. 1/8"= 1'U'
2VA'S'
CHAIN LINK SECTION
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305,2 SCALE: LINK DETAILS
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II II II I! I! II II Ik II Ii
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LMM OF
NotE= r
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BY G.C.
BENCH - BY OWNER
NN LINK DUGOUTS
OP - SEE SHEET C305
OR ALL HMMARE=
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W FENC,ES.... REQWIPED
E FACE OF BALL ALL MOS.
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305,1 SOFTBALL FIELD BACKSTOP ENLARGED PLAN

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VALVE BOX OUTSIDE PAVED AREAS
SHALL HAVE 24'SQUARE CONCRETE
COLLAR
PAVEMENT
CAST IRON VALVE BOX SHALL
BE DEWEY BROS.VBX-TE-3B OR
APPROVED EQUAL
WATER MAIN
l
CONCRETE THRUST BLOCK
MIN. 2500 PSI MIX.
BLOCK POURED SO THAT NO
FITTING BOLTS OFR FLANGES
ARE COVERED
• FINISH GARDE
VALVE BOX OUTSIDE
PAVED AREAS
i I
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6
STREET RIGHT-OF-WAY
OR AS NOTED ON PLANS—
BADE FIRE HYDRANT, PUMPER NOZZLE TO
BE PERPENDICULAR TO STREET AND
PARALLEL WITH HYDRANT BRANCH
i 2'-0" MIN.
CRETE
B
FINISH ADE
VALVE BOX SHALL WATEF
MAIN NOR VALVE
TAMPED
I� BACKFILL
M
6' PIPE
CONCRETE
PAD
LOCKING RETAINING
GLAND
STANDARD HYDRANT PER TOWN/CITY
MUNICIPALITY
N NOTES
M O 1 NO UTILITY POLES SHALL BE
FLANGE MUST BE
ABOVE GRADE LOCATED WITHIN A MINIMUM OF
N
.� •.eF � e' � e t'
e e e
T
�••'.1,;:'C'.'�i :' /��. i, `'Y:flr '?.:I �✓'i '�1 ;�1�1j%f >'�. is i-,
LOCKING RETAINING
GLAND
3/4' BRIDLE RODS & ROD
CLOOAR COATED WITH TWO
COATS BITUMINUS BASE PAINT
NOTE:
CENTER LINE TO BE PLUMB. IF ADJUSTMENT
IS NECESSARY AFTER PRESSURE TEST,
RETESTING MAY BE REQUIRED BY U,C.
VALVE BOX SHALL NOT' BE INSTALLED
IN CURB & GUTTER
3'-0" RADIUS OF THE FIRE HYDRANT
CITY OF NEW BERN INSPECTOR
TO VERIFY UNDERGROUND WORK PRIOR
TO BACKFILL
�3
FIRE HYDRANTS WILL BE INSTALLED
7 CUBIC FOOT (MINIMUM)
IN TRUE VERTICAL. POSITION AS DETECTED
WASHED STONE
BY THE NAKED "EYE"
®
HYDRANT TO BE PAINTED BY THE CONTRACTOR
> =�� CONCRETE
AS FOLLOWS: BONNETT AND ALL CAPS
.� r :rf
Ilk, �... < BLOCK
TO BE PAINTED AS DIRECTED BY CITY OF NEW BERN
r:. r
REMAINDER OF HYDRANT TO BE PAINTED
AS DIRECTED BY CITY OF NEW BERN
_CONCRETE SETTING
SLAB 15" X 15' X 4' THICK
30607 FIRE HYDRANT DETAIL
SCALE. NONE
, IIInII"+III1i1CI1=1I1 1II -18"MIN.
EdI I —I 11_I ! CLEARANCE
PROPOSED WATER MAIi��
NOTE:
STORM SEWER WATER LINE SHALL BE DUCTILE IRON
PIPE AT ALL AREAS WHERE MtN 12"
CLEARANCE CANNOT BE MAINTAINED.
INSTALL AT LEAST ONE JOINT
CENTERED OVER STORM DRAIN.
FINISH GARDE
7
z
8" D.I.P. 0 JOINT)
8" D.I.P. (1 JOINT)
-------------�— —�� a'
PROPOSED WATER MAIN IEA.
STORM PIPE DIA.+ 3'-0"---
----- —_--
\
JOINT OF DUCTILE IRON PIPE
/' UJ
CENTERED UNDER STORM PIPE
STORM PIPE
M.J. 45'
IF TOP OF WATER PIPE IS WITHIN
M.J. 450
ELBOW
T-0" OF BOTTOM OF STORM PIPE.
ELBOW
,
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NOTES:
�
M'J' 45'
°
MEJ..645*
PLACE CONCRETE BLOCKING SUCH THAT IT
RETAINER GLANDS (TYP)
ELBOW
0
DOES NOT INTERFER WITH REMOVAL OF BOLTS.
T
PIPE DIAMETER GREATER THAN 12" SEE
. �'— --"" `--
------` - - ------
-- --- ---�
GUC ENGINEERING DEPT.
•
3
PIPE LENGTHS SHALL BE AS REUIRED TO CONSTRUCT CROSSING.
D.W.P. c1 JOIN
ALL INTERNAL JOINTS SHALL BE RESTRAINED.
NO.57 WASHED STONE
306,5 WATER MAIN STORM DRAIN CROSSING
ZC TECTION RING
306,4 TYP. VALVE BOX DETAIL
SCALE: NONE
TER MAIN
306.3 TYP.TAPPING SLEEVE & VALVE
SCALE: NONE
TO FIRE UNE
LOOP, SEE SITE PLANS
TO FIRE PROTECTION
SYSTEM, SEE PLMBING YY
SHEETS r'
E.+
TO DOMESTIC WATER 4" W.L. 1 a 1
SEE PLUMBING SHEETS �j�J
NOTES:
1. CONCRETE SHALL BE 3,000 PSI MIN.
2.CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.
3.NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
BLOCKING.
5.VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN
ON THE THRUST BLOCK-fNG SCHEDULE.
1
• 1,4
X MIN.1/3 C.Y. AT 3000 P.S.I.
PLAN BENDS
I
Ado �
m pkim,
.0" OR LESS
24" MIN. - 12" EAR LESS
E.
306.E WATER METERS
SCALE'. NONE
A A
x
HYDRANT TEE
PLAN TEES
18" MIN.
r )
PIPE
90° BEND
45° BEND
221/20 BEND
11/4° BEND
TEE
PLUG,
SIZE
A
B
A
B
A
B
A
B
A
B
C
D
.[ 11
8�.
12"
8.1
800
6f1
6$t
611
611
8.1
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1600
6„
10"
12"
8ll
10.1
8"
81,
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151I
1311
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101.
881,
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100it
12"
12"
24„
101,
161,
14"
loll
12"
6"
loll
6„
lolt
11.1
14"
14„
25"
12"
20"
16"
12"
1411
sill
1211
801
12„
14"
16'
161..
30"
14"
22"
181,
1411
1611
10"
1411
101.
14"
16"
18"
18"
34"
16"
26"
2011
16"
18"
12"
16"
12"
16"
18"
20"
20"
36"
e1 SHUT -
VA
DRAINAGE
PORT
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e A A A A '•e 'I b .i
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8" WATER
SERVICE
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AS RECOMMENDED
BY VAULT MFR
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STYLE BY HOTBOX OR APPROVED EQUAL
e2 SHUT-OFF
VALVE
WP/GFIRECEPTACLE
BY E.C. FOR HEATER
DRAINAGE
PORT
FINISH GRADE
NOTES:
Reduced Pressure Assembly
1•
USE ONLY BACKFLOW CONTROL ASSEMBLIES
4" TO 2" INSTALLATION
APPROVED BY GUC AND UNIVERSITY OF
SOUTHERN CALIFORNIA FOUNDATION FOR
CROSS -CONNECTION CONTROL AND
HYDRALIC RESEARCH.
ALL PIPING TO B E S C H . SO PVC
z• THE RP MUST BE INSTALLED ABOVE GROUND
AND MUST NOT BE SUBJECT TO BEING SUBMERGED
ALL 2" SCH. SO PVC INSIDE OF
AT ANY TIME.
HOT BOX SHALL BE FLANGED.
OSURE MUST PROVIDE ADEQUATE ROOM
3• FOR ENCLTESTING AND MAINTENANCE. ENCLOSURE
MUST MEET QUIDELINES SET IN THE GUC
BACKFLOW PREVENTION MANUAL.
4• DRAIN PORTS SHALL BE SIZED TO ADEQUATELY
RELIEIVE MAXIMUM DISCHARGE OF APPROPRIATE
ASSEMBLY.
306.2 THRUST BLOCKING DETAIL 306,12" RPZ BACKFLOW DETECTOR
SCALE: NONESCALE: NONE
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20520
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14 February 2006
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Tm AC o"m - OA OR/
Arai. �-i�•raes,.z.L�
308.4 SECTION AT CONTROL STRUCTURE
NTS
308,3 SECTION WET DETENTION POND
NITS
ff
19'09
:.0
ff ti"B" STONE RAP
f l
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LIMITS OF CONSTRCTION
oil
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308.2 SECTION WET DETENTION POND
NTS
9'-4"
9'-4"
9'-4"
ALUMINUM BAR ORATING
ALUMINUM BAR GRATING
ALUMINUM( BAR ORATING
STANDARD MESH CUT TO FIT
STANDARD MESH CUT TO FIT
STANDARD MESH CUT TO FIT
FLUSH WITH TOP OF BOX.
FLUSH WITH TOP OF BOX.
WEIR SPILLWAY
FLUSH WITH TOP OF BOX.
(OPPOSITE SEE OF VALVE)
3x2Vz"x%" STEEL
3x2Vj"xI/4" STEEL
ALUMINIUM BAR GRATING
319MITO�4" STEEL
M[GI.E. BOLT TO CONCRETE
:.BOLT TO CONCRETE
STANDARD MESH CUT TO FIT
BOLT TO CONCRETE
W[FH SST. EXPANSION BOLTS
WITH SST. EXPANSION BOLTS
FLUSH WITH WIER OPENING
WITH SST. EXPANSION BOLTS
AS REOUI M
rAS REq M.
FOR TRASH RACK
AS REQUIRED.
TOP BOX .- 1G39'__�
TOP BOX EL.- 1a.39-- _-_�
TOP BOX EL- 1 .39'
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- - - - _ _ - - - - -
-
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AUANAI BAR GRATING
a
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G 2411 O.C.
STANDARD MESH CUT TC FIT
FLUSH WITH WER OPENIG
• 5 VERTICAL BARS
FOR TRASH RACK
.
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-
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45" DUI.
48" DUB
RCP
SPILLWAY ELL.15.52'
•
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RCP
" GATE VALVE
eOn HAND WHEREIN..
SPILLWAY 15.52'
I
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PERMANENT POOL 15.00'
_- _---
------_ _-- _-- _- --
--
---
---- - 6" GATE VALVE_ _
-
--
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OVERFLOW PPE EILZAW
------------------------
-----------------------
OVERFLOw PPE EI-15.00
®
,
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.
48" RCP INVERT - 14.00'
'
8" DUCTILE RON PPE
DRAIN PPE. PROVER WATER i16FIT
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- - _ -
-
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°
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0 24" O.C.
- - - - - - - -
-
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GASKET
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Projiot No.
20520
Datw
14 February 2006
DrowIng no.