SW8040206_Approved Plans_20040811

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Zoning District: R-1
Land Use: Vacant
(Recreational)
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18" 8.. H yd.
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12" / Oak 1 2.8
Zoning District: R-1 °ak / It 20.E ' ."!0
Land Use: Shigle-family 21.4 I I 5k x
Residential +� - / 8" # 10.918" rL3.4 I I I 23Q/ I
i
Oak � � Oak � I � / -
I I ` Cedar ' 145
q�1 19.0 - MERGENCY i
14 / //�ti3 // toll; It 21
SPILLWAY
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Oak Oak/ '� )� 21.3 y�j 21.8
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1 / to / 234- + 23.6 NW O
ne 11 / Oak toll .O
12" � / � � / / / 14" 1 iV
6.. oak - / x rp I l / F.F. 24.5 o#-`
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21-----� 1" TAP & (2) / /� 1
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/ \ '8' C)r
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EX San 6 mo`°Pen r `� l 14" 1� I
e�Main depth �' 9 5ssed swOle
48.40 SSMH/ / Oak qSs �21.3
=s _ 1 side slopes TEMPORARY / O,c O SIYq 21.5
S Ft IN 2.0% N / CONSTRUCT19P EN N ne / oak T(i y <�
V1LR / Oak + 23.3 + 21.2
TIE INTO EXISTING SSMH S SE Existing
INV 11.74 1 ?z.� -� ?' / cc�'
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DRY BORE 6" SDR WATER =
MAIN UNDER ROAD / / 1.6 �' oak
Ex. Fire
` Hydrant w / CONCRETE APRON ` ss + 21.2-'-�-__ % f7 ` EIP
5
_0
LEGEND
EXISTING CONTOUR
+ 24.7
EXISTING SPOT ELEVATION
X 23.5
PROPOSED SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
®
CURB INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
::{: _ - : •:
CONCRETE AREA
E LIMITS OF DISTURBANCE
- SWALE
X TSF _ TEMPORARY SILT FENCE
PROPOSED
INFILTRATION BASIN
TOP OF BANK 23.0
FLOOD POOL 22.0
BOTTOM 19.0
EXISTING BUILDING
TO BE REMOVED
TST No. 1
n/f
Edward
Brown
D.B. 1243-1493
Zoning District: R-1
Land Use: Single-family
Residential
/ 1.2 Ek W f@ 1 ,_ + 2 9 .
Tl;iemas E. & - � Moin _ pen,,r1 - _ -y -
71 � ss ,.� � 21.1 Ex. SSMH
Patricia S. Merryman �`� w 4r/0 - -_ _ / To 20.6
D.B. 1555-293 1 ETCH EXIST`tNG ASPHALT: (60' Publlc w pi'� Inv 7.95
�.EV 21.8 t _ R� 1/e
I I
Zoning District: R-2 n/f � w DRY BORE
Land Use: Single -funnily Thomas E. & _ __ MAIN UNDER ROAD
Patricia S. Merryman -- -._ ����--I I
Residential y I
D.B. 1555-293 �� w
I Zoning District: R-2 I w
r - - - -
Land Use: Single-family I
Steven & l
Residential
Christina A `anton ' �s _ - w
ID.B. 293 32 n/f
BAR SCALE
20' 10' 09 20'
1 "=20'
OMNI
40' 60'
PaUI S.
Zoning Distr, :' R-2 I
Gayle Oliver
n/f
Land Use: Sir.I-family
D.B. 2527-356
Thomas E. &
Resider rr •°
I
Patricia S. Merryman
n/f
Zoning District: R-2
I D.B. 1555-293
Frances S.
Land Use: Single-family
Jones etal
Residential
I
D.B. 1335-649
-CONNECT TO EX! ' l IG WATER MAIN
Zoning District: R-2
WITH (1) 6" TAP" It ; SLEEVE & (1)
Land Use: Single-family
6" VALVE
Residential
Zoning District: R-2
Land Use: Single-family
Residential
- CONNECT TO EXISTING WATER MAIN
WITH (1) 6" TAPPING SLEEVE & (1)
6" VALVE
GENERAL NOTES
1 • ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE TOWN
OF CAROLINA BEACH ZONING ORDINANCE AND SUBDIVISION
REGULATIONS.
2• THIS PROPERTY IS NOT LOCATED IN A 100-YEAR FLOOD
ZONE AS EVIDENCED BY FEMA MAP / COMMUNITY PANEL
#375347 002 C (REV. 09/04/86)
3. ALL TELEPHONE, ELECTRIC, CABLE TV & GAS SERVICE LINES
SHALL BE INSTALLED UNDERGROUND.
4• ALL SITE LIGHTING SHALL BE LOCATED AND INSTALLED SO AS
NOT TO SHINE DIRECTLY ONTO ADJACENT PROPERTIES.
5. ALL MECHANICAL EQUIPMENT & TRASH RECEPTACLES WILL BE
SCREENED BY OPAQUE FENCING OR LANDSCAPING.
6• NO WETLANDS EXIST ON THIS SITE.
7• ALL ROOF DRAINAGE TO BE DIRECTED OR PIPED TO
PROPOSED INFILTRATION BASIN.
SITE DATA
TOTAL AREA (GROSS) 1.25 ACRES
ZONING R1
TOTAL U N ITS 12
TOTAL PARKING SPACES PROVIDED 48
IMPERVIOUS SURFACES:
UNIT COVERAGE 15,960 SF
PAVEMENT 10,308 SF
TOTAL 26,268 SF
N.H. CO. PARCEL, hlo.S 3131(14)--42-1716
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
3v-4u6- 2w4
AUG 112004
REVISIONS
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- S E A L
17374
rrrllll1111'•�
DATE 8-09-04
DESIGN PGT
DRAWN MBH
C I
SHEET 1 OF 3
03093

COgR R TOP TV V FLUSH PAVEDI OTHER
WITH STREETS, WALKS OR
RESIDENTIAL AREAS.--- \ % T$A �EMENT
/
AREASW OUTSOFR
TOP TO BE AS
ON PLANS ON
D ROADS PROVIDE
DJUSTMENT
CONCRETE SPACERS FOR
ADJUSTMENT TO GRADE
PRE -CAST MANHOLE
SECTIONS
5 MIN. WALL THICKNESS
FOR 4" DIA. BARREL
6" MIN. WALL THICKNESS
FOR 5" DIA. BARREL
DIAMETER Z ,�� MINIMUM 8" STONE
'o°oj
i '� °o°o°� BEDDING FOUNDATION
o 0 0 0C
�o :� - - - �- L- oC---- r
]°O°O O°O°O 0 0 0 0 0 0 0 0 0 00°C
0°-OO°O° °O°O°O°O°O°O°O°O O°O°O°O°O°O°O°O°O°O°O°C ----
RUBBER GASKET
- 6" EXTENDED LI MONOLITHICALLY CAST
BASE SECTION EXTENDED BASE NOT
REQUIRED FOR ANHOLES < 8' DEEP)
48 "0 STANDARD MANHOLE
NTS
A
ff n l 6d-A
\- UNDISTURBED
CHANNEL BOTTOM
CROSS SECTION
SEE PLAN SHEET FOR LOCATION
STONE SECTION A -A
NOTES:
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
SUMP SECONDLY.
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
WILL BE NO LESS THAN TWO FEET.
3. SPILLWAY DEPTH SHALL BE ONE FOOT.
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
MEASURED PERPENDICULARLY FROM THE FACE
OF THE LARGE STONE.
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
1800 CF OF SEDIMENT STORAGE.
6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
AS TO LIMIT SILTATION.
TEMPORARY SEDIMENT TRAP DETAIL.
NTS
TOP OF BANK
ELEV. 23.0
WOOD OR
METAL STAKES
AT 6' n C
FLOOD POOL ELEV. 22.0
• POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
INFILTRATION BASIN SECTIQN
NTS
P V,l IUUL I-"' ---- I
Private Driveway Intersection Detail
(No Scale)
TEMPORARY GRAVELLED
f%^k1C`TM1 lr%'rl 1A1 cA1TMAKI/NC
NOTE:
PRIOR TO ANY LAND DISTURBING ACTIVITIES,
TREE PROTECTION FENCES SHALL BE INSTALLED
ALONG THE DRIP LINES OF ALL IXISTING TREES
LABELLED AS TO BE RETAINED; NO STORAGE
OF MATERIALS, FILL, ETC. AND NO PEDESTRIAN
OR VEHICULAR TRAFFIC SHALL BE ALLOWED
INSIDE OF THE FENCES DURING CONSTRUCTION.
Tree Protection Fence Detail
(No Scale)
TYPICAL GRASS SWALE
N
•?E 1-2 (NCDOT)
ABC STONE (NCDOT)
ENGINE +, 1':' DETERMINE
ACTUAL 1V IENT SECTION.
PAVEMIJT SECTION
�RD WATER VALVE BOX
ER MARKED C.U. CONC. CURB & GUTTER
Sao-
_
2X4 WOOD FRAME,
WOOD OR STEEL STAKE - -
FABRIC SITE WORK NOTES
U
a = _ 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXIS?1NG
`` CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
RUNOFF WATER I OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
w/SEDIMENT-- 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
O�aO VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
of z SEDIMENT -DROP INLETMATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL.
G -- BURIED FABRIC SKIRT REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
AS DIRECTED BY ENGINEER ~% 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHAI_I. BE
(I REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL, REPORT.
U --- - 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A
EVALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
2X4 WOOD FRAME 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
-WOOD OR EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
STEEL STAKE IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
DROP INLET BURIED FABRIC SKIRT EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
w/GRATE THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING,
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL. EXISTING UTILITIES WITH
- , APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING COMPANY, INC. AND SUPPLIED BY
THE OWNER
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
GATHER --- THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
EXCESS AT CORNERS PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
NOTES:
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES,.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY BACKFlLL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
SEDIMENT POOL BURLAP MAY USED FOR SHORT-TERM OR 12 INCHES OF COMPACTED SOIL 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OVERLAPPED TO THE NEXT STAKE. OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETE.-D JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
TEMPORARY FABRIC DROP INLET EROSION CONTROL 19 CHLORINATED RUBBEUSE WHITE LANE RKAALGKPAI Fs FOR PL115, TYPE 11,MFACTORY MIXED,TQUICKL DRYING,
NTS NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALT_ HAVE A MINIMUMN COMPRESSIVE
Al7TES, STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
L V.47FR AFTERS ARE TO BE" PR9VIL0 BY m CITY 8'-0' _ _ 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
2 ALL VATER METERS AVST BE LOCATED VITHIN PUBLIC - WERE RIV VIDTH PERMITS BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED -TEST WILL BE
RIGHT OF-VAYS ANDIX EASEWENTS
3 VA TER AFTERS SHALL AFT BE LLTCATED IN LIPIVEVAYS LAZE CAST IRCAV AFTER BIIX PAID FOR BY THE CONTRACTOR.
SILF-VALK
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED ARISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
INCLUDING, BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE,
CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS
POSSIBLE AFTER BEGINING CONSTRUCTION.
TYPE x, SLFT L}F't cR RIBA4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
NLELLER H-1422 SILT FENCE, SILT TRAPS, AND INLET PROTECTIOI' TO BE CLEANED WH[N HALF FULL.
AFTER rLAT 2RISER
VF66 FDRD I2, VF77-12 5, IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW
I 112 v OR 2x JUTAN SUVICT PROPER FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF
CONSRUCTION.
NTS 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
PIPE ZONE PIPE ZONE 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
6" O.D. 6' 6' O.D. 6' SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
MIN. MIN. MIN. MIN. ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
FINAL BACKFI FINAL 13ACKFILL P PLAN PROVE TO BE LESS EFFECTIVE.
PIPE SIZE AS LANS 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION
INDICATED 3" MIN. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
ON THE PLANS -
CLASS 1, 2 OR3- p
° ° D. MAINTENANCE REQUIREMENTS
III �r. ' �` �'; 6' MIN. CLASS 1 OR'MIN. CLASINITIAS
BACK 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM
cuss 1 II -III III III -III_ II_III-III III III=
-III-III-III-III-I -III-III=IIla10 LEAVING SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
1 H I I-1 I I_I I I-1I I- F�� I I-1I I-1I I-1 I I-1 1=--FO�� 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
FOUNDATION FOUNDATION OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
PVC PIPE DUCTILE IRON PIPE ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
PIPE BEDDING DETAILS 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
18' B-B TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
16' PVMT. TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
3:1 MAX. t r '3:1 MAX. DENSE VEGETATIVE COVER.
SLOPE
TO GRADE
STACK w/D1 V E PVC UK UIP
(SEE NOTE - 1/8' BEND
PVC OR CIP SEWER MAIN
--PLUG w/4 E TEST
PLUG w/1- JT 4' TAPPING SADDLE
(SEE NOTE TEE OR WYE
(SEE NOTE 1)
NOTE
1. R TAPS TO BE PERFORMED BY CITY
CR( XCEPT WHEN TEES OR WYES ARE
IN` D IN NEW MAINS LAID BY THE
cnI TOR,
2. ITEMS SHALL BE INSTALLED WHEN
NO CONNECTION IS MADE AT C.D.
GUll IM'S f STANDARD CL£M-WT
SANITARY ,IER HOUSE SERVICE
12"
CONC.
BORDER
8"-/ L-2"1-2
ABC
Private Drive X-Section
(y 1 (No Scale)
SEE PLAN FOR PIPE
ORIENTATION - ----
I- -
CH n NUS3EA FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
CONC. COLLAR - - L - - - -
ELMCONC.
COLLAR
1'-0'
--
-ASPHALT PAVEMENT
ELEV. VARIES
_
2
0•
BRICK MASONRY--
y
W
FLOW
3000 PSI CONC.
+9 "
0D
NOTE.
TROP DROP FOOTING 12" &
SECTION OPENING AS SHOWN
DROP
INLET DETAIL
12"
CONC.
BORDER
bj _
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METER BO)(- a- O
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SLOPE
TO GRADE
ASPHALT PAVEME
VARIABLE
VARIES 1 -5'-
O
CORPORATION STO --WATER MAIN
STANDARD WATER SERVICE DETAIL_
NTS
10 21,
REVISIONS
Description 1 BY
S E A L
Z 17374
GREG&'k\\
//f11111111AA
DATE 8--09-04
DESIGN PGT
DRAWN MBH
SHEET 3 OF .7
0309 .