122-03 Minor Mod 2003 Oversized Plans

17
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IS\� BEACON
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BRANTLEYJ MONKS
ISLAND ISLAND
lu-*; -U U
ATLANTIC OCEAN
CO-IR I r —9 R 0
-,&,- -11L -XL
BRUNSWICK
COUNTY,
OWNE:�:
NORTH
MR. TOMMI THERRELL
1712 RUBEv ROAD
MONROE, NORTH CAROLINA 28112
[phone]
AIL
S JAR.
SHEET SCHEDULE
1-COVER SHEET
2-BASE PLAN
3-SITE PLAN
4-GRADING PLAN
5-EROSION CONTROL PLAN
6-UTILITY PLAN
6A-UTILITY BORE
7-DOCK SYSTEM
8-CANOE DOCK
9-DETAIL SHEET
10-DETAIL SHEET
EAST COAST ENGINEERING
COMPANY, P.A.
Shallotte, North Carolina 28459
4918 Main Street - P.O. Box 2469
910.754.8029
This drawing Thal I not be reproduced in whole (Yin part without
written permission of East Coast Engineering Company, P.A.
MONKS ISLAND
ECEC PROJECT NO.0515
REVISED 09/24/03

Revisions
9/24/03 Layout of Details
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
2. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON PLANS.
3. INSTALL ALL UTILITIES.
4. BEGIN GRADING AS SHOWN ON PLANS, WHILE CONSTRUCTING REINFORCED SLOPE.
5. INSTALL CART PATH.
6. AS CONSTRUCTION PROGRESSES AND AT THE END OF EACH DAY, EROSION CONTROL DEVICES
MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
7. IMMEDIATELY UPON COMPLETION OF WORK, ALL DISTURBED AREAS ARE TO BE SEEDED. AND MULCHED, DISTURBED
AREAS ARE NOT TO REMAIN EXPOSED LONGER THAN 15 DAYS. THRUST
7 7 T BLOCKING
C TAT TABLE
8. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. 1 HRv S 1 iJLO` ��11�! G 1 ADLE r
V
EROSION CONTROL NOTES: BLOCKING DIMENSIONS FT. MIN. BLOCKING VOL.
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. TYPE FITTING PIPE SIZE B H X C.F. C.Y.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. 22 1/2° 4" 1.0 0.6 0.5 1
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE
SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. 6" 1.5 1.0 0.8 1
5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL 8" 2.0 1.1 1.0 1 00
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS. 12" 3.0 1.7 1.5 4 (V O
6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS •
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY 16" 4.0 2.2 2.0 8 1/3
THE SITUATION. 45° 4" 1.5 0.8 0.8 1 '
7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL O
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. 6" 2.0 1.3 1.0 2
8" 3.0 1.5 1.5 3
12" 4.0 2.5 2.0 9 1 /3 U I N
16" 5.0 3.5 2.5 20 3/4
WATERLINE GENERAL NOTES_ 90' &TEE 4" 2.0 1.0 1.0 1 p 0
6" 3.0 1.5 1.5 3 V
1. WATERLINE PIPE SHALL BE LAID IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND THE PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS. SHOULD A �..,�
DISCREPANCY EXIST BETWEEN THE MANUFACTURERS RECOMMENDATIONS AND THE PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT 8" 4.0 .0 2.5 7 1 /4 3
SHALL CONTROL. 12" 5.0 .6 2.5 20 3/4 "
2. ALL MATERIALS SHALL BE IN COMPLIANCE WITH THE PROJECT TECHNICAL SPECIFICATIONS. 16" 6.0 5.4 3.0 43 1 2/3 0
3. TRENCH SHALL BE DUG WHEN LAYING PIPE AND ENDS PLUGGED WHEN LAYING IS DISCONTINUED. ANY WATER FROM THE EXCAVATION SHALL BE DISPOSED OF IN SUCH A MANNER (8) # 4 REBAR O 0
THAT THE NATURAL DRAINAGE OF THE AREA SHALL NOT BE DISTURBED. ! 2 EACH WAY
4. TRENCH BACKFIELD IS TO BE FREE OF STONES AND ANY FOREIGN MATERIAL, AND SHALL BE PLACED IN SIX (6) INCH LAYERS COMPACTED IN ACCORDANCE WITH THE TECHNICAL j' 3,000 P.S.I. CONCRETE - CONC00
RETE BLOCKING
SPECIFICATIONS. THRUST COLLAR �` THREADED GALVANIZED STEEL RODS �..{
r"I
��% ,i''� i' WITH 4" x 90' HOOK, SEE "TIE ROD
5. DETECTABLE TERRA TAPE D IS TO BE INSTALLED APPROXIMATELY ONE (1) FOOT BELOW FINISHED GRADE AND DIRECTLY OVER ALL PIPE. % SCHEDULE" FOR QUANTITY AND SIZES OF RODS. d-
6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO DIGGING, WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. UNDERGROUND UTILITY *-ram■ ,ti 4 S f NOT TO SCALE
LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVAILABLE INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE. 0 . s � k S
7. WATERLINES SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON THE PROJECT DRAWINGS UNLESS OTHERWISE APPROVED BY THE COUNTY AND THE ENGINEER IN ADVANCE OF s M.J. CAP OR GENERAL BLOCKING NOTES:
INSTALLATION. } I a s OTHER M.J. FITTING
8. THE MINIMUM DEPTH OF BURY SHALL BE THREE (3) FEET FROM THE TOP OF PIPE UNLESS OTHERWISE NOTED ON THE PLANS. 4 s j 5
9. ALL FITTINGS INCLUDING REDUCERS SHALL BE BLOCKED AS SPECIFIED AND AS SHOWN ON THE DETAILS AND WITHIN THE PROJECT TECHNICAL SPECIFICATIONS. s. --------
1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3 000 P.S.I.
'�,2. BLOCKING DIMENSIONS AND VOLUMES PRESENTED INT THE "THRUST BLOCKING TABLE" ARE
10. ABSOLUTELY NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY BEYOND ANY AREA WHICH EASEMENTS ARE TO BE PROVIDED BY THE OWNER. g t., I '. �. 5
11. CONCRETE THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES ON ANY FIRE HYDRANT ASSEMBLY. STEEL CASING PIPE, OR BOLTS ON ANY FITTINGS, BASED ON A SOIL BEARING CAPACITY OF 2,0�0 P.S.F.. WHERE THE ACTUAL SOIL BEARING
CAPACITY DIFFERS FROM THIS VALUE, THE ENGINEER SHALL DETERMINE REVISED DIMENSIONS
12. WATER IN EXCESS OF THAT REQUIRED TO PRESSURE TEST, FLUSH, CHLORINATE AND REFLUSH MORE THAN ALLOWED BY THE TECHNICAL SPECIFICATIONS SHALL BE PAID FOR BY
THE CONTRACTOR EXCESS QUANTITIES SHALL BE ESTIMATED BY THE ENGINEER. I �� _____ \ AND VOLUMES FOR THE CONTRACTORS USE IN CONSTRUCTING THE BLOCKING.
t ----
13. THE WORK SHALL BE ARRANGED IN A MANNER THAT WILL CAUSE A MINIMUM OF DISTURBANCE TO VEHICULAR AND PEDESTRIAN TRAFFIC. ADEQUATE INGRESS AND EGRESS TO BOTH 3. CONCRETE TESTING SHALL BE SUBJECT TO SECTION D OF THE SPECIFICATIONS, WITH THE
PRIVATE AND PUBLIC PROPERTY SHALL BE PROVIDED BY THE CONTRACTOR DURING ALL STAGES OF CONSTRUCTION. WITHOUT WRITTEN APPROVAL FROM THE COUNTY OR UTILITY W EXCEPTION THAT THE NUMBER OF CYLINDER TESTS SHALL BE BASED ON AN AVERAGE
COMPANY, EXISTING SERVICES SHALL NOT BE INTERRUPTED BY THE CONSTRUCTION WORK. ANY AREAS UTILIZING OPEN -CUT SHALL BE REPAIRED THE SAME DAY AS CONSTRUCTION '--- y \'.
` OF APPROXIMATELY 1 PER 4 BLOCKS POURED. SHOULD ANY TEST FAIL, ADDITIONAL TESTS
OCCURS. ABSOLUTELY NO OPEN TRENCHES SHALL BE LEFT OVERNIGHT. THRUST COLLAR SHALL BE FORMED USING 2" DIA. THREADED TAP AND 13RASS MAY BE REQUIRED BY THE ENGINEER AT THE SOLE EXPENSE OF THE CONTRACTOR.
14. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A WATER SERVICE ASSEMBLY TO EACH LOT AS SHOWN ON THE DETAILS. THE COUNTY SHALL PROVIDE THE WATER SERVICE 112" CDX PLYWOOD, AS PER NIPPLE FOR 2" LINE EXTENSIONS.
METER. AS PER COLLAR DIMENSIONS SHOWN 4. CONCRETE SHALL BE FROM AN APPROVED READY -MIX PLANT, UNLESS JOB -MIXED CONCRETE
15. THE CONTRACTOR SHALL CONTACT THE COUNTY UTILITIES DEPARTMENT (910/253-2655) AND THE ENGINEER (910/754-8029) A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE END VIEW TOP VIEW IS SPECIFICALLY APPROVED BY THE ENGINEER ON SITE. z
BEGINNING OF CONSTRUCTION. CONNECTION TO THE EXISTING COUNTY WATERLINE SHALL BE PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE COUNTY UTILITIES COLLAR DIMENSIONS TIE ROD SCHEDULE 5. THE BACK OF THE BLOCK (THRUST BEARING AREA) SHALL BE AGAINST UNDISTURBED SOIL.
DEPARTMENT AND THE ENGINEER'S REPRESENTATIVE.
SIZE LINE MIN. W. MIN.D a" 2 s/s" 6. ALL FITTING AND ACCESSORIES, SHALL BE V4RAPPF;D -w1Tl-! 10-MIL.. POLYETHYLENE PRIOR TO
16. THE CONTRAr•7OR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE PROGRESS OF THE CONSTRUCTION. THE ENGINEER SHALL OBSERVE CONSTRUCTION ACTIVITIES AS 4" 6" 18" 6" 2 3i4" POURING BLOCKING. NO CONCRETE SHALL L E PLACED WHICH WILL PREVENT THE DISASSEMBLING
REQUIRED BY NORTH CAROLINA GENERAL STATUTES 130A - 317. FAILURE OF THE CONTRACTOR TO KEEP THE ENGINEER INFORMED MAY REQUIRE UNCOVERING OF WORK TO VERIFY 6" 9" 24" 8" 2 3i4" _ J
COMPLIANCE WITH PLANS AND SPECIFICATIONS. ANY COST ASSOCIATED WITH UNCOVERING WORK AND/OR VERIFYING COMPLIANCE SHALL BE BORNE BY THE CONTRACTOR. 8" 12" 36" 12" 4 3/4" OF ADJACENT JOINTS. SHOULD CONCRETE COME IN CONTACT WITH ANY NUTS OR BOLTS, w
17. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 150 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. 1" 18" " 16" 4 7/1"
16" 18" 66" THE POURING OPERATION SHALL BE IMMEDIATELY STOPPED, AND THE AFFECTED AREA BE
2a" a 1 1/4" THOROUGHLY CLEANED TO ASSURE PROPER BOLT AND NUT OPERATION.
7. BLOCKING VOLUMES FOR 2" FITTINGS SHALL BE 0.3 C.F. EA. --
CONCRETE THRUST COLLAR e H
NOT TO SCALE ('­444
a/
w 0
V) ry
S (SEE NOTE #6) -)
12" STAY SPACING �j
4TYR-� � � � I f i 1, �9 �� � ���
MIN. 10 GA. -- _ -- STEEL OR WOOD POST f z
E w
TOP WIRE -WOVEN WIRE FENCING AS REQUIRED �; SEP 2 9 2663 °
(�
MIN. 12-1/2 GA. 21-- V
SILT FILTER FABRIC rr ll
coco��IVI:�I���I OF ►��I
3' Q INTERMEDIATE WIRES CCI,F i Pam?
�,LL
CV W rr ll
MIN. 10 GA. BOTTOM WIRE Cv J U
77
v, \ ��� 6" MIN. COMPACTED
\ x);,/\\\i F` FILL OVER SKIRT' j rj' k ANCHOR FABRIC SKIRT W/MIN. 4-
0 ! PROVIDE BARREL EXTENSION SECTION AS
"SEEDING SCHEDULE
\ \�\\� K/ LONG WIgE STAPLES @ 12 O.C. REQUIRED FOR GROPER VERTICAL ALIGNMENT
w `i/��i/,�1 b, , ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER. THE CONTRACTOR BURY LINE
�j/\\�/\y h���;% FOR REPAIR OF SILT FENCE FAILURES, MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER IT IS RECOMMENDED THAT THE \
`� ` ( F`?: w� �`�04
USE #57 WASHED STONE IN LIEU OF
f , r� \/\/\ \�y\\\\\\� \\\� �/ // // //✓
CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS. \ \ \ \ \ \ \ \ \ \ \ x \ \\
COMPACTED FILL.
\/\\�/
Date: 09 APR 03
SIDE VIEW A. CULTIVATE AREA TO A DEPTH OF 5".
FRONT VIEW \ \ \ \ \ \ \ \
//�/ �/\ /\% /\/ /\ Scale:
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE /\ \//\/ \//\/ /. As shown
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.\\ \%\�%/ �/\\/ /\
\/\\ .\; \//\/ Drawn By: h;MN
NOTES: D. SOW GRASS SEEDS AT THE FOLLOWING RATES: 6" GATE VALVE & VALVE BOX %\ / / \/\\/ Checked B
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. (SEE VALVE & VALVE BOX DETAIL) COMPACTED BACKFILL //��/\//\\/ //\\ Y= DBB
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND 6' IN LENGTH. POSTS SHALL BE CREOSOTE OR KIND RATE PER ACRE
PENTACHLOROPENOL TREATED SOUTHERN PINE. STONE�j/\\j/
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. (7 C.F. MIN.)
4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM Al 16 FOR CLASS 3 GALVANIZING. FABRIC SHALL COMMON BERMUDA GRASS UNHULLED 20 LBS. CONCRETE o 0 0 0 0 0
BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE -OP AND BOTTOM WIRES SHALL BE ( ) BLOCKING :: WEEP HOLE TO j\\ °oo°a co;C� C)C
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12 1!2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS COMMON BERMUDA GRASS (HULLED) 12 LBS. �/ // °e°000 0o0000� �/
\ \ REMAIN OPEN \ \ 000000 0000000� \
THAN #9 STAPLES 1 1/2" LONG. PENSACOLA BAHIGRASS 50 LBS. \, i 00 0 - 0 000 / <
\ . 6' D.LP. \\ /
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN. AND KOREAN LESPEDEZA 25 LBS �j f j� n0o �, 0000 ///\,
A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. TALL FASCUE 30 LBS.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN -
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED. AND POST SPACING SHALL NOT EXCEED 8'. E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. o"o o , % THIS PLAN IS NOT ISSUED FOR
�\ \ 100000 CONCRETE /\j CONSTRUCTION WITHOUT
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE //\ s" D.t.P.IZED � 3/4" THREADED GALVAN�/\ o00000 . //\ AFFIXED CORPORATE SEAL.
��/� ° STEEL TIE RODSWT-H \\ 000000 •BLOCKING
TEMPORARY SILT FENCE OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER. reE °Y EYE BOL 4 rc�pL a,. ;6�b��*•,,, j
NOT TO SCALE i NOTE: THE TEE IS NOT A PART OF THE FIRE HYDRANT
ASSEMBLY FOR PIDOINGPURPOSES
} :4L
FIRE HYDRANT ASSEMBLY DETAIL
NOTTC SCALE
This drawing shall not be reproduced in whole or in part without
Sheet 9 of 10
written permission of East Coast Engineering Company, P.A.
EC'EC PROJECT NO. 0515

PIPE ZONE
_6" O.D. 6"
MIN. MIN.
FINAL BACKFILL '; j /� ' FINAL BACKFILL
PIPE SIZE AS
PIPE ZONE
6" 6'
u�Il►)s�tull>;!
' ,—PIPE SIZE AS
' �' INDICATED
ON THE PLANS
VALVE BOX
(SEE VALVE AND
VALVE BOX DETAIL)
2" BRASS CAP
2" BRASS NIPPLE
2" SCH. 40 FIPT X
SLIP PVC ADAPTER
Revisions
9/24/03 Meter Vault and RPZ
W GATE VALVE 2" SCH. 40 PVC
INDICATED 3" MIN. `` ` `` 3" MIN.
IN --
IN THE PLANS -
CLASS 1, 2 OR 3--___-- `� _ MJ PLUG r F�
O.D. O.D. i TAPPED 2"
-�-��-it : ------ " .....:.: �-° _ 2" BRASS - , 2" BRASS
INITIAL BACKFILL 6 MIN. CLASS 1 OR 2 _ „ ;_::.�:��.:,�. ti� _ 6" MIN. COUPLING f COUPLING
CLASS 1 — 2" DR 21 PV 2" DR 21 PVC
=1 I I_ i 11(I—� 1 11 I-1 I I=1--1 11-
-I I I=I I I 1 I Pi I I=1 =1 I I 111 11 R I 1 1
2" PVC 90 BEND (T 1
2" SCH. 40 MIPT X 2" SCH. 40 MIPT X kn It
kn N
\ \ SLIP PVC ADAPTER (TYP.) SLIP PVC ADAPTER (TYP.)
'STABLE STABLE
FOUNDATION
FOUNDATION L 2" BRASS NIPPLE 2" BRASS NIPPLE N
MATERIAL MATERIAL BID ITEM HERE TO END — -- 0
PVC PIPE DUCTILE IRON PIPE NOTE: SEE SPECIFICATIONS FOR SUPPORT THRUST BLOCKING
(INCLUDED AS PART OF ASSEMBLY)
°�
'77�� � PIPE BEDDING DETAILS 2" BLOW -OFF ASSEMBLY W " U
NOT TO SCALE Q
con
Z
_.. ....:.. _ ______ POURED IN PLACE
ti �.
1A�_. .
CONCRETE COLLAR 6" MJ 90° BEND (TYP. _ BY-PASS LINE CO BE IDENTICAL SIZE AS MAIN LINE �Q
A E BOTH SIDES
POURED IN PLC f\ f (3000 PSI MIX) ) ,y V
O
CONCRETE COLLAR PRE -APPROVED PRECAST COLLAR O O CT
(3000 PSI MIX) WILL BE ACCEPTED IN00
NON -TRAFFIC AREAS.
COMPACTED ABC BASE \�-- 6" MJ GATE VALVE AND BOX •�
UNDER COLLAR VALVE BOX - CENTER BOX 4" Z-PLATE ,rr TT�
It
PLUMB OVER VALVE STEM STRAINER � INSULATED
F-�
ENCLOSURE �\
- SINGLE UNI-FLANGE \\ CONCRETE PAD
3/4" RESTRAINING RODS
GATE VALVE GRAVEL CONIC. THRUST COLLAR % ��\ 3/4" RESTRAINING RODS CONC. THRUST COLLAR -r "
��` �' �' 6" REDUCED PRESSURE ZONE
>OnO,-iU
BACKFLOW PREVENTER
R (SEE ELEVATION VIEW)
NO CONCRETE SHALL TOUCH ;
BOLTS OR GLANDS. WRAP
%' i 6" X 4" RF,U�C,F.R 10'MAX -
BLOCKING — BOLTS OR GLANDS w/PLASTIC - -
MIN. BEARING AREA = 1 FT. SO. • (TYP. BOTH 9DES) 1
4" KFNT COMBINATION METER MODEL -
6" MJ TEE \ 3000 MAG. DRIVE. ENCODER & PIT PAD
(TYP. BOTH SIDES) '�,�//
w
M.J. GATE VALVE AND VALVE BOX 6" MJ GATE VALVE AND BOX (T'P. \ 36" X 48" X 36" DEEP
FIBERGLASS METER VAULT AS
BOTH SIDES) PROVIDED BY edr SYSTEMS OR F�
NOT TO SCALE APPROVED EQUAL
PLAN w
NOTES:
1. REFER TO STANDARD THRUST BLOCKING DETAIL FOR C)NCRETE BLOCKING REQUIREMENTS. 04
2. ALL PIPE SHOWN SHALL BE DUCTILE IRON. O
3. ALL PIPING INSIDE VAULT SHALL BE FLANGED WITH THE EXCEPTION OF THE UNI-FLANGE AS SHOWN. INSULATED _ 4.4
4. ALL PIPING ASSOCIATED WITH THE BACKFLOW PREVENCER SHALL BE FLANGED. ENCLOSURE
BACKFLOW Q 4. ALL BOLTING MATERIAL INSIDE VAULT TO BE STAINLE"S STEEL. PREVENTER -- Q
5. PIT PADS ARE TO BE INSTALLED IN LID BY CONTRACTOF. ') U
6. PROVIDE POSITIVE DRAINAGE AWAY FROM WATER ME1ER VAULT AND BACKFLOW SIiUT-OFF VALVE SHUT-OFF �4 -PREVENTER (TYP. ALL 4 SIDES). - VALVE U
PIT PADS
„RED36" X 48" X 36" DEEP FIBERGLASS j\ (2 EA)AiPA
PORT
METER VAULT AS PROVIDED BY _ _ \ 12° CONCRETE PAD
ANCHORS
cdr SYSTEMS OR APPROVED EQUAL �MIN ; ' (4" THICK MIN.)
PRECAST CONCRETE COLLAR (TYP.) _----- / ► f M
` . • PROVIDE POSITIVE DRAINAGE
PROVIDE POSITIVE DRAINAGE \ � � �
FLANGED x Date: 09 APR 03
PLAIN END Scale: As Shown
VALVE BOX - CENTER BOX PLUMB--— Z WASHED STONE 6" DIP
� FROM Drawn By: HMN
OVER VALVE STEM f (TYP.) UNI-FLANGE—. PIPING
SERVICE TO Checked By: DBB
METER \ CUSTOMER
�Ak i
I
f L � MIN. _ ' ' I, .��P L .r 2UO3
n
CONC. THRUST COLLAR CONC. THRUST COLLAR
/ NO CONCRETE SHALL TOUCH BOLTS
OR GLANDS. WRAP BOLTS OR -- WASHED STONE \ THIS PLAN IS NOT ISSUED FOR
_� GLANDS w/PLASTIC �_ VALVE AFFIXED CORPORATE WITHOUT
EHOUT
GATE VALVE. GATE
ELEVATION
W,
4" WATER METER AND VAULT 6" RPZ BACKFLOW PREVENTER Al
NO'I TO SCALL NnT TOSCA1,F
ptRR itt e.r i49
This drawing shall not be reproduced in whole or in part without
Sheet 10 of 10
written permission of East Coast F,ngineering Company, P.A.
}?CF,C PROJECT NO.051,5