NCC230370_Site Plan or Location Map_20230213

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m ONWASA REQUIREMENTS
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p� WATER MAIN
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-+--- 17" MIN -- j
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METER BOX PER ONWASA PUBLIC PRIVATE
REQUIREMENTS RIGHT PROPERTY
OF WAY
�_-
VARIABLE `I
5/8" X 3/4" METER TO BE
.-' INSTALLED BY ONWASA
3/4" P.E.-7 FLOW
PLASTIC SDR9' L - )"
45`�
L
CONNECTION To
UNIT BY OWNER
�( \� TEMPORARY PLUG FOR SERVICES
NOT TO BE IMMEDIATELY
CONNECTED.
6" OF #57 WASHED
STONE BASE
\
3/4" BRASS - 3/4" X 5/8" METER YOKE
CORP. STOP WITH LOCK WING METER STOP
NOTE: METER BOX TO BE SUPPORTED ON BRICK OR BLOCK
EXISTING ROAD
I �
R%W ` ( �-`R/W
T6„ `\ 5t0' MIN.
THICK \I �` f ! LENGTH
-LMIN. f j
I 1
1 /-GEO-FABRIC
CONSTRUCTION I I
ENTRANCE. ! J I
PROFILE I 12 MIN. i
(SEE NOTE)
PLAN VIEW
Construction Specifications
i. STONE SIZE - USE MSHA SIZE N0. 2 (2--1 j2' TO "j OR AASHTO
DESIGNATION V43, SIZE NO. 2 ( 2-1/2" FO 1-1/2"). USE WASHED STONE 2"-3".
2. LENGTH - AS EFFECTIVE, BUT NOT LESS iHA'N 50 FEET.
3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
4. VV:DTH - NOT LESS THAN FULL. WIDTH OF ALL POINTS OF 'INGRESS
OR EGRESS. MINIMUM OF 12'.
5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
10 ETyiTRANCE ONTO PUBLIC RIGHT -OF --WAY. WHEN WASHING IS REQUIRED, IT SHALT_ BE
DONE ON ,AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL- BE PREVENTED FROM ENTERING
AN 'STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SANDBAGS, GRAVEL
BOARDS OR OTHER APPROVED METHODS.
-. MAINTENANCE_ - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH 'WIL L
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS--OF-WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
SEDIMENT, SPILLED, DROPPED. WASHED OR 'RACKED ONTO PUB' -.IC RIGHTS -OF --WAY MUST
BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE D-5
NOT TO SCALE
NOTES:
STRUCTURAL STONE SHALL BE CLASS I RIP RAP.
SEDIMENT CONTROL STONE SHALL BE NO.5 OR
NO.57 STONE,
SEDIMENT DAM SHALL_ NOT BE USED IN A LIVE
STREAM.
2/3 STREAM
WIDTH _
STRUCTURAL_ SEDIMENT CONTROL
STONE J
STONE
FLOW
J
8'MAX �� I� 5'MIN.
!1
n15jREPMi
1DOw R qF LOW
12°THICK SEDIMENT
CONTROL STONE
CHECK DAM DETAIL
Not to Scale
II
& ONWASA'S I CUSTOMER'S
RESPONSIBILITY RESPONSIBILITY
STOPS HERE (I BEGINS
1 PRESSURE REDUCING
(� VALVE WITH STRAINER
\ I (WHEN REQUIRED BY NO
METER CUT-OFF METER METER PLUMBING CODE) GATE VALVE
C ONWASA'S NEAR HOUSE
ONWASA'S ONWASA'S
(CUSTOMER OPTION)
I (� GATE VALVE
_ NEXT TO METER
I (REQUIRED)
� II
z IIII IIII!-,7!
C _ ( I DUAL
r � I CHECK VALVE
11 O FROM FLOW
I ASSEMBLY
cn ONWASA'S
WATER MAIN
---
FLOW
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pal ,vZi (°D I FLOW
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North Carolina Plumbing Code Section 608 requires a gate valve, backfow prevention and a pressure reducing
!1"✓! i+ valve on all connections with the Public Water Supply.
a 1. A gate valve and a pressure reducing valve MUST be installed directly behind the meter (see diagram above).
Q 2. An additional gate valve located near the house is recommended, but not required.
4 k". 3. All materials shall be pressure rated to one hundred -fifty (150 psi).
n
z - 4. The water meter will be locked upon installation. Please contact the Onslow Water and Sewer Authority (ONWASA) twenty-four (24) hour:
9 in advance to schedule the inspection of the valves.
o 0 5. All valves MUST be installed prior to unlocking the meter.
o..
Meter Placement Note:
Place the blue flag approximately thirty (30) feet from the center of the road Utility Right of Way for proper placement of ONWASA's water
y meter. All efforts will'be made to install the meter where it is marked; however, ONWASA reserves the right to place the meter in the most
r feasible location to all parties involved. If the blue flog is not placed in a feasible location, it may result in a delay of installation.
12 GAUGE 4"x4" OR 2"x4"
WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
METAL POSTS. -OR EQUIVALENT SECURED TO WIRE WITH METAL
CLIPS OR WIRE AT 8" OFF CENTER.
MAXIMUM SEDIMENT STORAGE LEVEL.
8" REMOVE SEDIMENT WHEN THIS :_EVEL IS
REACHED' OR AS DIRECTED BY INSPECTOR.
24"
NATURAL GRADE
-2'--I
2' MINIMUM
_COVER WITH SOIL ,AND TAMP BACKFILL.
CARRY APPROXIMATELY 12" OF FABRIC INTO TRENCH,
-� -\-CARRY 6" OF WIRE IN-10 TRENCH.
-STEEL POSTS AT 8' OFF CENTER MAXIMUM.
INSPECTION AND MAINTENANCE
INSPECT ONCE A WEEK ,AND AFTER EVERY RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME
!EFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE .ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE DETAIL
Not t0 Scale
AS REVD
I
VEGETATIVE STABILIZATION
,PER SEEDING SPECIFICATIONS
lillill
I � 1 vI l I
. II
i LINE CENTER OF SWALE W/ SOD
(PINNED TO PREVENT
DISLODGEMENT)
3: 1 SWALE
NO SCALE
SWALE DETAIL
Not to Scale
COMPACTED SOIL 2' MINIMUM
1 MINIMUM FLOW
�/
E_=
1
6' TYPICAL
PROPER INSTALLATION METHOD
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONABLE MATERIAL
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAT THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
INSPECTION AND MAINTENANCE
INSPECT ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW' AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE PROTECTED AREA IS PERMANENTLY STABILIZED, REMOVE THE
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GRADE AND APPROPRIATELY STABILIZE IT.
_TEMP. DIVERSION DITCH
NOT TO SCALE
See Schedule
i
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,C1 See Schedule
D -U
PLAN VIEW
D1
I
RIP RAP y� 1 /3 D \-INSTALL GEOTEXTILE
(-TYPE PER
PLAN) FILTER FABRIC UNDER
RIP RAP
SECTION VIEW
1. D = INSIDE DIAMETER OR WIDTH OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
RIP RAP SCOUR PAD
NOT TO SCALE
I j
II I
I
4--4-
CASINGPIPE-�
AS REQUIRED
I
ER�t !
LIREE �
r F
Natural Ground
RESTRAINED JOINT DUCTILE- t�
IRON CARRIER. PIPE
G \�
CONCRETE THRUST BLOCK (TYP.) -
(SEE DETAILS WS_T91 AND WS_TB2) \
9 °
TAPPING SLEEVE & TAPPING
° VALVE WITH MJ RESTRAINT
cxISTING WATER MAIN
-%" HOT -DIPPED GALVANIZED STEEL
RODDING WELDED TO STEEL CASING
TO RESTRAIN THE FITTING (TYF.)
(FOR RODDING REQUIREMENTS SEE
DETAIL WS_TB3)
RESTRAINED
MJ 90' BEND
RESTT2AINED JOINT DUCTILE
IRON CARRIER PIPE
PAVEMENT
OR RR TRACK
SHOULDER
/-� DITCH
SHOULDER
5' BEYOND
TOE OF
SLOPE OR
EDGE OF
PAVEMENT I ZI z�
4 z ✓-- END SEAL
-- STEEL PIPE
\\
CASING
RESTRAINED -
\- MASONRY ENCLOSURE
JOINT DUCTILE
IRON CARRIER
AT EACH END
�DIPE
TYPICAL PIPS_ CROSSING
ENCASEMENTS SHALL EXTEND
FROM DITCH LINE TO DITCH
LINE IN CUT SECTIONS, FIVE
(5) FEET BEYOND THE TOE OF
SLOPES IN FILL SECTIONS, AND
TEN (10) FEET BEYOND EDGE
OF PAVEMENT IN SECTIONS
WITH NO DITCH OR FILL AREA.
NOTE: i NOTES:
1. ALL. JOINTS THROUGIiOUT ENTIRE ASSEMBLY SHALL BE RESTRAINED.
2. MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY. 1 STEEL ENCASEMENT PIPE SHALL CONFORM �0 THE REQUIREMLN IS OF THE
ANGLE FITTINGS AS NECESSARY.
PROJECT SPECIFICATIONS.
2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH
WITHIN THE CASING BY USING SPACERS OR "SPIDER" STEEL SUPPORTS AT A
MAXIMUM OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE).
OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER.
Onslow Water & Sewer Authority Onslow Water & Sever Authojity
USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS latest revision" USE WITH "ONWASA MANUAL OF SPECIFICATIONS, STANDARDS and DETAILS, latest revision"
S ate: 0G'f ILf -iC a I DRI �L u
r t , Scel, �S-BSTODRi' B ORE, AND JACK VVS B&
ON,wA-SA BACKSIDE
ACKSIDE `TAP -_ trot T )calc
I2i,hK GDA [F ,�I � IAPIPE ENCASEMENT 6I,iSIO 2,)16 t: 1HLF.7
i u��, <C`i6 ! cr" I -r Alad, �Ot6 I o; I
Faircloth /
Skimmer (See Sed Trap
Schedule for
size/orifice,Z) CROSS-SECTION OF STONE OUTLET SECTION
SKIMMER SEDIMENT TRAP DETAIL
NOT TO SCALE
I r
,eV
r staff Coast Engineering,tl .
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX,: (910) .325--0060
License No.: C-2553
TYPE 1
(NOTE 1)
FLAT BOTTOM TRENCH WITH LOOSE DIRT
(FLAT BOTTOM IS DEFINED AS UNDISTURBE
EARTH)
TYPE-2
FLAT BOTTOM TRENCH WITH BACKFILL LIGHTLY
CONSO.IDA'FD TO CENTERLINE OF PIPE
(FLAT BOTTOM IS DEFINED AS UNDISTURBED
EARTH)
TYPE 3
PIPE BEDDED IN 4" MINIMUM LOOSE S011_ WITH BACKFILL
LIGHTLY CONSOLIDATED TO TOP OF PIPE
(LOOSE SOIL IS DEFINED AS NATIVE SOIL EXCAVATED
FROM THE TRENCH, FREE OF ROCK, ORGANIC MATERIAL,
FOREIGN MATERIALS AND FROZEN EARTH.)
TYPE 4 T"PF__�
PIPE BEDDED IN SAND, GRAVEL, OR PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
CRUSHED STONE TO A DEPTH OF 1/8 GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE,
PIPE DIAMETER, 4" MINIMUM WITH COMPACTED GRANULAR OR SELECT MATERIAL. TO TOP OF
BACKFILL COMPACTED TO TOP OF PIPE. PIPE. (APPROXIMATELY 90 PERCENT STANDARD
(APPROXIMATELY BC PERCENT PROCTOR, AASTO T-99)
STANDARD PROCTOR, A,ASHTO T-99) (SELECT MATERIAL IS DEFINED .AS NATIVE SOIL.
EXCAVATED FROM THE TRENCH, FREE OF ROCKS, ORGANIC
NOTES: MATERIAL, FOREIGN MATERIALS AND FROZEN EARTH)
1. FOR NORMAL PIPE SIZES 14 INCH AND LARGER, CONSIDERATION SHOULD BE
GIVEN TO THE USE OF LAYING CONDITIONS OTHER THAN TYPE 1.
2. CONSIDERATION OF THE PIPE -ZONE EMBEDMENT CONDITIONS INCLUDED IN THIS
FIGURE MAY BE IN BY FACTORS OTHER THAN PIPE STRENGTH. FOR
ADDITIONAL INFORMATION ON PIPE BEDDING AND BACKFILL, SEE ANSI/AWWA
C600.
Onslow Water & Sewer Authority
9 USE 1MTH "ONWASA MANUAL OF SPECIFICATONS, 5TANDARD5 and DETAILS, latest revision"
ON'8`/®0') � g seals DEIAIt,
�//�� WATER �%�DETAILS
1y J N !� T Not l o Scale WS EO
EMBEDMENT E T D1�T L- I LS PC\ fl.V-016IE: Silio! f:
yf�,y. <0 6 I ,, ,
NO. , DATE t DESCRIPTION BY
DETAILS
FOR
(��g
PROPOSED FIRE STATION
TRACT I, EDITH ADAMS ESTATES
PREPARED FOR
RINEY GREEN VOLUINITEER
I PAA T ENT, INC. (OWNER)
SITE ADDRESS:
_
WHITE OAK TOWNSHIP, ONSLOW
1105 ROCKY RUN ROAD
-RYP 19C
OWNER:
J HN L. PIERCE & ASSOC TES �
PINEY Y GREEN VOLUNTEER
--..-�-- " . -
FIRE DEPARTMENT, INC.
NORTH CAROLINA LICENSE N0. C-1888
2720 PINEY GREEN ROAD
MIDWAY PARK, NC 28544
405 JOHNSON BLVD, JACKSONVIL-LE, NC 28540
910-581-2083
PHONE: [phone] DATE: NOVEMBER 7, 2022
DEVELOPER:
SCALE: 1 "=40' F.B.1004, PC.37
TARHEEL BUILDING SYSTEMS
JOB # 2022-24429 Email: [e-mail]
4527 US HWY. 17
NEW BERN, INC. 28560
252-633-3633
SHEET 11 OF 14
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