SW8950708_APPROVED PLANS_19960108

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 gs'o-ios
DOC TYPE
❑ CURRENT PERMIT
E❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1 q °I e o 10 t5
YYYYMMDD

PIN 2
INSET SCALE 1•-25'
SURVEY BA
BEARING N
N - CONri%=R ViU eAVE
m ~ FXL• TRIBES AS
P09eMUE AR(MO THE NEN
TOU1f1 CPNIBR.
INSET SCALE 1•=25'
HUB 4 UCK
N=5000.00
E=5000.00
." I 1409.16' TO
IRON PIN 1
ro 50
+27'TO EDGE OF
PAVEMENT
CABLE 4 .
TELE. M.H.
RIM=31.26
TIN.=24.56
NUMBER IND n5
12"X6" TAP AND SLEEVE
C7 W/ T.B.
6" GATE VALVE
HUB 4 T CKI
EX15T. 12" 'WATER
Lt(.itN 17
EXISTING
NEW
EITUMINOUS CONCRETE
LETTER INDIfA ELEVATION
CONCRETE
INSET SCALE 1"=25'
OR DETNL
CONCRETE CURD
oe
-
CHNNLINK FENCE
-NNt-+:«-
BUILDING
DEMOLTION
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ANEET NUMBER WHERE
AT N, 5ECTnN
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`-POT ELEVATION
(12.00)
N=5000.(
E-3Y-10d
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-I 2�
CONTOUR
--(12 )-
QQ
POWER POUF
LIGHT POLE -
MANHOLE
MH
1409.16' TO. H k
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MATCH GRADE
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DEM N=5000.00
CONIC. CURB 4 GUTTER
'esOyt Scu 8 950 70� E=3.590.84
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(5EE INSET)
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SIGN
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i
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GRAVEL LANE MN43 I R110S C LTf T� .Tl: �7 / //� AREA CRAa1BiG r0 Po1w b U
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Date
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Stormwaler Certification No
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_ Ey,J,�SP;� � �° ° BATH HOUSE (NIC) _ _ LL , _ `?Oq,.w '1 888 � 0- i
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MAN)EN4JCE 'ROAD• RADII ARE TO BACK OF CURB BB
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CIST BRAGS. 4"X2 1 /2"X2 1 /2" 4" FIRE DEPT. 1 y
BODY WITH DOUBLE DROP CONSTRUCTION NOTE5 2 MATC C7 �' CONNECTION
OUTLETS TO FACE PAVEMENICLAPPERT SEE SHEET C-3 FIRE HYDRANT 1 - 4" CITE VALVE 9O BEND I h
POLISHED CHROME PLATED, PIN LUG, I:, 2- 6 TE VALVES W/ _J -
2 BLOW -OFF 4`
THREADED, ✓NNEL Wlm UST IRON UPS 6" PWG W/ T.B. l' \�.� r—../ 66"%4R REDUCER V --� T.B.
i _. ...
` r.. CROSS
11 I-
SEAMLESS, CAST IRON /, C5 i i
COVER SLEEVE 4" D.L. M.J./F.J. PIPE - 6�=�.. 6•W
18 MIN. --I �- 6 W 3 Bl j
CONCRETE COLLAR FIN15H GRADE L i _ _ ` B3 j a. 45 BEND i
V \ ° 3 PROVIDE P.LV. BOLLARDSLit W/T.B :ut
-11
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m I I I \✓ I HC 6" GETS VALVE i
6� - CODER SLEEVE UJ&NONE LLI-i-I-1 -I J
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LMMTO
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Center :•
I NOTE: PROVIDE mRU5T BLOCKS j 4 rC 5PACE5
LL n —� ._•- I
PROVIDE BADRIP o (NOT SHOWN) AS DETAILED AND Puture Parking \NIC)
,sPEaaED. �� '75 TOTAL PARKING SPACES
:
- RAVEL OR CRUSHED WITH
FLUHl�E „T I
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1 FIRE DEPARTMENT CONNECTION iDETAIL l B5 320 LF 12 _ O -------
l I I MK #84d2'2"
5TA.15+20 5-1 294 LF 12
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MATCH GRADE-\ 5T�NE STREET
12* RCP. CLASS III
EXISTMIG 6RAVEL ROAD
SILT FENCE
2
1
5F
32.74 TC'
32.24 BC I 0.6I
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32.16 TC
.59 BC 0 6i 31.42
32.02 TC
SIPi SF -L�
EXISnN6 BLDG -
WELL NOUSE
3 TEMPORARY ooteIRUCT1oN
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OF
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2
GATF.6 0[LTION A -A FILTER 6RADE GRAVEL
MNNTEWWCE ROAD 6� 1
COMPACTED AGGREGATE
3 St.#
TOP of 0rXE ro iyEmr BASE COURSE (ABC) OI ST\ \
DCE BIOPE
PREPARED SUBGRADE \
El. 31.7 S.1 O \`
1
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STONE WEIR
FILTER fAORIG 3:1 NIX SLIM OUTLET \ 3
g' p' QA% 'D' 9TOFE
O' 25 50 100 150
ST0W SECT l 200
1 • _,25'
�1 STONE WEIR OUTLET Arfw Nam i ) T
CB OB N.fS. FZ� /� C6 OS
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YOUTH
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FFE 32.50
DOOR STOOP
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7
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NEW/GRAVEL ROAD
10//`WIDE X 6'THICK
-- t�MPACTED AGGREGATE
BASE COURSE (ABC) ON
PREPARED SUBGPALE
5F 5F -
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LOCATION EXISTING GRAVEL ROAD
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DETENTION POND OPERATION AND MUMENANCE (NIC)It
S
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EBTCH Z
1. THE OFFICER IN CHARGE SHALL PERIODICALLY MEASURE
'E€
SEMENT P15PO51TION U51NG THE ELEVATION MAIMER
5 = 0.008 FT/ CB
POLE FOR VE"CAL CONTROL MEA5UREMENT5 WILL
w
7.6' CONTOUR 1
15E SCHE LED27'50 THAT SEDIMENT DOES NOT EXCEEDU.
t O
W Z
_ --
2. WHEN BEMENT REACHES ELEVATION 26.6, THE POND
_ ..
.Z a-
_ -__.
/
1
WILL BE PUNPED DRY, SEDM-NM EXCAVATED MID THE
o
W
V
De
1
DEfEMON AREA GRADED TO THE NEAT LINES OF
W
DEW-N SPECIFICATIONS.
R /
+
T
1.7
3. THE OUTLET1WMAI 5Y5TBA 51 BE NfMffD FREE
AND ;xEDEBRIS
R OF DRIS AT All TIMES. UPON
z
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AL DEBRIS 6MALL BE REMOVED PRO/M(RHE'PLNJD�
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4. ALL FUTURE DEVEIAPMENT SFW.L�" CONSIS� WITH
THESE DE516N AND SPECIR AND ANY MODIFICATIONS
TO THESE
STORMWATER P�/, MUST,
APPRIMD BY THE STATE Q- CAROLNN. 'PE
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NOTE: SEE ITE PRFPARATIQV
w 41N1
NO 5 AND DETAIL 5HEET 13-3.
•ccp 94-4026
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N0°6247o-9: 0-4026
\
DAYLIGHT DITCH
2
f311918
C-6
3
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--

MAINTENANCE PLAN
ER05ION CONTROL CON5TRUCTION NOTES
s
1. WET DETENTION POND:
WET DETENTION POND AND OUTLET SHALL BE CONSTRUCTED BEFORE
OTHER GRADING OPERATIONS. 5TORMWATER RUN-OFF FROM THE AREA
OF CONSTRUCTION SHALL BE ROUTED TRHOUGH THE WET DETENTION
FOR SEDIMENT DISPOSITION. UPON COMPLETION OF PROJECT
CONSTRUCTION, POND SHALL BE PUMPED DRY AND SEDIMENT SHALL
BE REMOVED AND DEP051TED IN AN APPROVED AREA AND IN 54JCH
A MANNER THAT IT WILL NOR ERODE. WET DETENTION POND SHALL
BE GRADED TO MN15H ELEVATIONS.
2. 51LT FENCE:
SILT FENCES AND FILTER BARRIERS 5HOULO BE 045PECFED IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY WRING PROLONGED RAINFALL ANY REQUIRED
REPAIRS SHOULD BE MADE IMMEDIATELY.
SHOULD THE FABRIC ON A 5LT FENCE OR FILTER BARRIER DECOMPOSE OR BECAME
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE. AND THE BARRIER
15 STILL NECESSARY, THE FABRIC SHOULD BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT
OF THE SILT FENCE.
3. TEMPORARY GRAVEL CONSTRUCTION EXIT:
THE EXIT SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOW OF MUD OFF THE SINE. THIS MAY REQUIRE PERIDgC TOP DRE551NG WITH STONE
AND REPAIR OR CLEAIOUT OF ANY 5TRUCTURE5 USED TO TRAP SEDIMENT.
4. MISCELLANEOUS:
ALL AREAS SHALL BE MAINTAINED THROUGH FERTILIZATION, MOWING, SPRAYING WITH
APPROVED HERBICIDES FOR REMOVAL OF UNDESIRABLE VEGETATION AS WELL AS
OTHER OPERATIONS AS REQUIRED.
GENERAL ER05ION CONTROL NOTE5
ALL EROSION CONTROL DEVICE5 SHALL BE INSTALLED AND
MAINTAINED AS REQUIRED TO A56URE EFFECTIVE AND
CONTINUOUS CONTROL
THE LOCATION AND SIZE OF ER05ION CONTROL DEVICE5 ARE
APPROXIMATE ONLY. THE DEVICES SHALL BE LOCATED GEN-
ERALLY AS SHOWN BUT THEIR LOCATIONS SHALL FACILITATE
MAXIMUM PROTECTION FOR THE METHOD OF CONSTRUCTION
UTILIZED.
ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED DURING PINN_ 5TAGE5
OF CONSTRUCTION. ANY AREAS DAMAGED BY THE DEVICES OR
THEIR REMOVAL SHALL BE REPAIRED AND VEGETATED.
ER05ION CONTROL METHODS OTHER THAN TH05E SHOWN ON THE
DRAWINGS MAY BE UTILIZED IF APPROVED IN WRITING BY THE
CONTRACTING OFFICER PRIOR TO THEIR USE
DUST CONTROL SHALL BE PROVIDED BY THE CONTRACTOR DURING
ENTIRE CONSTRUCTION PERIOD. AL DISTURBED/DENUDED AREAS
SHALL BE N9'JNTANED WITH DUST 5UPPRE550R5 (WATER, CNLIUM
CLORIDE ETC.) TO PROHIBIT ENVIRONMENTAL CONTAMNATIOtL
THE CONTRACTOR SHALL PINS AND CONDUCT GRADING/STRIPPING
OPERATIONS IN A MANNER THAT WILL MINIMIZE THE EXTENT AND
DURATION OF UNPROTECTED 501L THAT HA5 THE POTENTIAL OF
ERODING.
I. OBTAIN A COPY OF THE APPROVED 501L AND EROSION CONTROL PLAN.
2. INSTALL DIVERSION DITCHES, SILT FENCE, SEDIMENT TRAP5
AND/OR OTHER MEASURES A5 SHOWN ON THE APPROVED PLAN.
3. CALL FOR ON51TE INSPECTION BY THE SEDIMENTATION AND EROSION
CONTROL INSPECTOR.
4. BEGIN CLEARING, GRUBBING, AND GRADING. MAINTAIN ER05ION
CONTROL MEASURES AS REQUIRED.
5. GRADED 5LOPE5 AND FILLS ARE TO BE PLATTED OR PROVIDED WITH
PROTECTIVE COVER SUFFICIENT TO RESTRAIN THE EROSION WITHIN
THIRTY WORKING DAYS AFTER THE COMPLETION OF ANY PHASE OF
GRADING. ALL AREAS UPON WHICH NO FURTHER LAND DL5IURBINC
ACTIVITY WILL BE UNDERTAKEN ARE TO BE PLATTED OR PROVIDED
WITH PROTECTIVE COVER WITHIN THIRTY WORKING DAYS. SEE
SPECIFICATIONS FOR PERMANENT SEEDING 5CHEWLE AND SEEDBED PREPARATION.
6. A5 CONSTRUCTION PROGRE55E5, INSTALL PERMANENT EROSION CONTROL
MEASURES SUCH AS RIP -PAP APRONS, VELOCITY 0551PAIOR5, CIWJNEL
LINERS, GRAVEL BASE COUR5E, ETC.
7. WHEN CONSTRUCTION 5 COMPLETE AND ALL AREAS 5TABCIZED, CALL FOR
ON-51TE INSPECTION BY THE SEDIMENTATION AND EROSION CONTROL OFFNICE.
B. WHEN SITE 5 APROVED, REMOVE TEMPORARY DNER510N5, SILT FENCING,
SEDIMENT BASINS, ETC., AND SEED, PAVE, OR RIP -RAP RESULTING
D5TURBED AREAS.
9. WHEN VEGETATION 15 ESTABLISHED, CALL FOR FINN. 51M V45PECTION.
TEMPORARY 5EEDING 5CHEOULE
SEED RATE
L55/ACRE
CERNWi MLLEf 40
501E M4NCMENTS
TBAPORMY SEEOWG - 2.000 LB/ACRE OROIRIo A5P3a MM UI. TONE
TA LB//ERE 10-10-10 FERTILIZER
MWXH WBH 4,D00 LB/ACRE 6MN STRAW "WRIW WITH MI G4./5.1'. ASP T TA .
REFiRt9JZEE R CStOWTH 15 NOT ADE0.NTE RESEED. RF.FERf0.� MO MULCH M.4"AATEIr
TVLLpVNi EROSION OR mHE2 DYJMCE.
SEE SPEOR1GT FOR PFRNNN@MT SEEDING
FENCE MATERIAL Ox 4'
WFF,,LLTIED WIRE FABRIC
12112 GAUGE
FILTER FABRIC ATTACHED
TO FENCE WITH STAPLES
OR WIRE RINGS
-THE CONTRACTOR SHALL-UTIUZE TEMPORARY PROTECTION DEVICES_ --
DURING CLEARING AND EARTHWORK PROGRESS. THE DEVICES SHALL FLOW OF WATER
FOLLOW EXISTING GROUND CONTOURS AND 5FNLL BE RELOCATED AS
OPERATIONS PROGRESS. -
DURING TRENCH EXCAVATION ACRO55 THE PAVED AREA. CONTAIN THE
SEDIMENT FROM EXCAVATED MATERIAL ALL MATERW.5 TRACKED ON SILTATION TROUGH
TO THE SURROUNDING ROADWAY SHALL BE KEPT CLEAN UNTIL PAVEMENT FULL LENGTH OF
PATCHING S COMPLETE. FENCE
EXCERC5E CARE DURING CONSTRUCTION TO PREVENT O MACE TO
EXISTING TREES OCCURRING AT THE EDGE OF THE CLEARING LIMIT
OR BORDERING THE PIPE LINE ROUTE.
SEEPING OPERATION LIMIT 5HALL EXTEND TO THE NEW WOODS LINE,
PAVEMNT EDGE, AND TO EXISTING VEGEATED AREAS DENUDED BY
CONSTRUCTION.
MIN.
L005E FILL —
FENCE P05T 10'-0" O.C. MAX.
USE 4" DIA CREO50TED POST
OR APPROVED EQUAL
(�1 51LT FENCE DETAIL _
G6 GT u'5.
Z
r CIA55 B STONE
/ �1 FLIER FABRIC
OVERLAP
/ 112FILTER
FILTER FABRIC
t TYPICAL RIP -RAP PLACEMENT
C6 Gi Ki.S.
SLOPE MUST TIE BACK
INTO EXISTING GRADE
SEED MULCH AND TACK 6
FOLLOWING GRADING OPERATION I
2 DITCH DETAIL
C6 C7 N.TA
3 GRAVEL CONSTRUCTION ENTRANCE
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412919
OS-94-4025
0-94-B-4025
431M19
54 —
C-7

2" BITUMINOUS CONCRETE -
SURFACING COURSE- TYPE 1-1
6" AGGREGATE BASE COURSE (ABC)
COMPACTED 5UB69ADE
• SEE PUN FOR CURB 4 GUTTER
LOCATION
� FIN15H GRADE
(::�:)PAVEMENT 5ECTION
C2EV NOT TO SCALE
CURB AND GUTTER
NOTE CEMENT CONCRETE FOR CURB AND GUTTER,
SIDEWALKS, AND PADS SHALL BE NCDOT CLASS B
AND COMPLY WITH 5ECT10N 1000 OF NCDOT'5
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
SECTION A - A
SECTION B - B
A
5 -O" 5'-O° 5'-0° 51DEWNJ:
EXPANSION
JOINT
II I
-SLOPE
-
B
B
4" WIDE WHITE BORDER
AND 4" WIDE LINES AT
24"O.C. AND 45•
A
PLAN
�1 HANDICAP RAMP
C2 LB Nm
� EXPANSION JOINT MATERIAL
SEE PLAN FOR WIDTH
SLOPE: 1 /4 = 1'-0"
COMPACTED 5UB6RADE
NOTE: INSTALL CONTROL JOINF5 IN
SIDEWALK 5' O.C. AND INSTAL 1/2"
EXPANSION JOINT MATERIAL 50' O.C. AND
WHERE WALK5 TURN OR ABUT STRUCTURES
�1 CONCRETE 51DEWALK
C2 M.J
0
I
Q CURB LINE OR END
OF PARKING SPACE
4
Y��IF,,
161
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77
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12" CKV
LCENTERLINE OF
PARKING SPACE
�1 HANDICAP PARKING SYMBOL
C2 CB NTS
I2" SURFACE COURSE
/_N'COOT I - i
VARIES•
1/4" 5/6• SEfAw, �., rAfT
2 1/2° FIRST SAW CUT
BOND DR ER TAPE
12"
pI
3' .. 26'
ll
lll,Nll��
4lull
rq wnl. 04 BM ANCHOR AT �2
3
3.-0° 12° 12° OCEL WELD TO ANGLE
I
6X6X3/8" \\
n >
° 6"X6°XW1.4XW1.4 WWF
4" STONE BASE $4 COWF15
EXTEND STONE 12° SECTION AT 12" OC
BEYOND CONCRETE
ON ALL 51DE5
(�1 CURB FOR DUMP5TER PAD
a Nis
o D
• -"d • • • ..d .
4 •D. • d D. • N
4 D 4
PLAN I .4
�EX15T PAVT MATCH EXISTING
SECT
ION
MIN..
TACK
"12" TRENCH 12°
MIN WIC MIN -
i 4° STONE BASE
� AT CURB AND GUTTER
6° STONE BASE 12° _
COMPACTED SUBGRADE
r21 PAVEMENT, CURB GUTTER
1 / MS
NOTE: CONTRACTOR 5! _. L
MATCH PAVEMENT REFER TO GRADING PLAN
SLOPE FOR AREAS WHERE 5F _-OUT
CURB AND C-JTTER IS REQUIRED.
CAW P VT�EDGE
6" MIN STONE
BASE COURSE
COMPACTED
BACKFILL
PAVEMENT PATCHING
CT NT5
J tD. V�i+O
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UW
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40920
OS-94-402B
D-94-0-4026
4 1.)920
C-8
8 7 fi
MR

12" X G"
MECHANICAL
JOINT TAPPING
SLEEVE
ROUND OR
CONCRETE
EX15T. 12" 6" VALVE (IN VALVE BOX)
WATER MAIN
r G" TO FIRE HYDRANT AND BUILDING
I
PLAN
1
TYP.
F
03 BAR
ALL AROUND
(WNH G.
OVERLAP)
NOTES:
I.DUCTILE IRON VALVE BOX EXTENSIONS 5HALL
BE USED ON THE GATE VALVES AT THE
CLARIFIERS WITH BURY DEPTHS OVER 15 FEET
2.VALVE EXTENSION 5TEM5.$HALL BE BOLTED
TO VAVE OPERATOR NUT.
18" X 18" X 6"
CONCRETE PAD
CA5T IN PLACE
— I
1
PROVIDE LOCKING
IM0
B16(
VALVE BOW COVERS
BIE
TItl
IRON
BOX
CRANICAL JOINT
TE VALVE
s ATE VALVE A55EM6LY
:5 NT3.
EXISTING GRADE 4" REMOVABLE THREADED
PWG
2' 50. X 4" THK. THREADED FITTING
CONCRETE SLAB
(IF NOT IN PAV'T.) 4" PIPE
ELEVATION
(::�1 TAPPING SLEEVE $ VALVE
Cl 69 N.T.5.
4 V2 PUweR
CONNFWMN
FACING ROAD
18
COW-KETE THKV5T
BLOCKING
'" I
2 1/2 H05E NOZZLE
NOTE: FIRE HYDRANT TO
BE A MIN. OF 3' AND
A MAX OF 7' FROM
5HOULDER OR CURB.
2-,T4 5TAINLE55 57 L
ALL THREAD RODS I--�
PLUG AT 51JD
OF LINE
GLEANOUT DETAIL
1" CROWN
E + VALVE BOX
CONCRETE FILL
UN06TURDED EARTH
_.._._. _.._E_ _.....
PLAN ELEVATION
NOTE THRUST BLOCKS SINLL BE CONSTRUCTED OF 2000 P.5.I. CONCRETE
BENDS
A
UNDISTURBED EARTH
C
C
O
•`• B
/ LLLV/\IIVIY
UNDSTURBED EARTH J
j
8" DA. STANDARD
-- PLAN
go
W
WIEGHT Ca'LV. PIPE
NOTE: T-RU5T BLOCK SIZE DETERMINED BY %W_LEST DIA. OF TEE
Z
o
>
J
-- - -- --- -PANT-SAFETY - -
U
YELLOW
D TEES
Lu
=
06
—
GA7E VALVE
ANO BO% PAVEMENT
"
TABLE "A" DIMENSIONS (W FEET)
ti
s
p
w
�21 FIRE HYDRANT A55EMBLY DETAIL
W NT5
I
l
- - I
CONCRETE FOOTING _
?I
12"X 12"X I/4" -<
STEEL SETTING PLATE
WELDED TO PIPE -
BOLLARD DETAIL
NTS —
PIPE 51ZE (NOM. DN. IN INCHES)
BEND
6" 8"
12"
16'
20"
24'
30"
36"
48"
A OR 9O
5 9
19
35
53
-n
I 120
172
320
45'
3 5
11
19
29
42
65
94
166
22 1/2'
2 3
6
10
15
22
34
48
85
11 1/4-
1 2
3
5
8
11
17
24
43
ram THRUST E51—OGK C)ETAIL5
W C3 TITS
--ZJ5T BLOC LNG OIMEN51C' . ARE BASED ON A TEST PRE55URE OF 200 P51. CONTRACTOR SHALL SUBMIT
E---J1-ATION5 TO ENGINEER =DR REDUCED BLOCKING 0IMFN'5101,15 BASED ON ACTUAL OPERATING PRESSURES.
C o9

PIPFA DN I.y�,{IM
D'
A
16' TO 21'
10'
24' TO 30'
12'
w" TO 42'
10'
,O' l LARGER
10'
- BF'faw,
mer•�e
- wPTS
NOTE PRWM MWNO N LNYMIIA TRBICH WOI11 W
ACC°RpNCE ME 9PEgFIGTXNO. TA AT TOP OF PIPE
. WDT1
TRENCH OR055 SECTION FOR PLASTIC PIPE TRENCH CRO55 5EC7ION FOR NON -PLASTIC PIPE
flf9 _ NOT TO OCHE
10'WIDE X 6' THICK
AGGREGATE BASE COURSE
EXISTING 6RADE
Q PIPE LAID IN TRENCH
C2 I NB
POOL
g 28.7
EL. 31.7--� / ° O L EL 31.7
GOMOUR 31.0'
ELEVATION NWWRMER POLE BOTTOM EL 24.0' 6' 10 LF PERFORATED PLASTIC
6' DN. 51ANDARD WEKNT C.ALV, PIPE. (AB5) PIPE WITH 22' BEND f
2' X 2' X 4' CONIC. 5A5E 4'X4'X2' CONC.
PANT 50mm 2 - MNUE PANT NCDOT CIA55 A
2 `° " 2� WET DETENTION POND SECTION
�voelAcc EIEvnIIDNs c6 I NTS
I' BlA1TC STRIPE pROIAWEtORy POLE rc
TI(IN ELEmn" FoF--
6' RW STRIPE FROM ELVV. MV - 27 ^
NEW TRASH PACK
N0. , RE4NR TM.T-
W REER
TRASH WICK DETAIL
FLOW LINE
6' PERFORATED PLASTIC (AIDS) PIPE AND 22'
BEND. SECURE INFO RISER WITH LEA: PROOF
METAL COUPLING. IMBED PIPE IN CONC.
BASE PUCE PIPE ON CLASS I RIP -RAP.•
WRAP FILTER FABRIC AROUND PIPE
AND CODER WITH MIN. 1' CLA55 1 RIP -RAP.,
• SEGREGATE RIPRAP AND USE ONLY 5'
DWAETER STONES AND LARGER.
7
3
S
R
MANHOLE FLOOR PLAN
CAST RUBBER BOOT
Wm SS E Ps (TYPICAL
ALL MH CONNECTIONS)
8' EXTENDED UP
NO J01NTS FOR PPE WLL
BE N10M£D N WAIL SECTION
SIDE ELEVA7T10N PLAN
1/2' 6RAPE 60 STEEL REIFWRCENEN� r`l
COPOLYMER POLYPROPYLENE "TIC '���Q�J�!'!� ELEVATION
SECTION A —A MANHOLE STEP DETAIL
RIM ELEV. 30.6
ELEV. 30.5
al1 LF PIPE, SCH. 80 PVC WITT1
THREADED CAPPED END CONNECTED
TO 22' BEND. DRILL 6- 1'
HOLES - 2 GROUPS OF 3 HOLES-
3-1/2' FROM EACH END OF 1' PIPE
SPACE HOLES 120' WITH -HOLE IN PIPE
30' CMP RISER PIPE•
MBED 12' IN C)NC.
BASE. TOP ELF'!. 30.6'
BOTTOM (INV.) 28.7%,
BARREL - 18' RCP, CLASS III
RN. 28.7' CONNECT TO R15ER PIPE- WITH
LEAK PROOF METAL COUPUN6.-
p 12 W STEEL. (0.0209PLM AND RISER�IPE THICK) CBE
3.T _ _ —_ __ _. -5'CLB 5TONE
LF R I —I{
INV. ELEV. 28.7' - i' 50. ANTI -SEEP STEEL PLATE,
N!/ B11UMU'TIC COATING AND
4' X 4' X 2' CONC. BASE VENTER -TIGHT 5EAL AROUND PIPE,
NCOOT CLASS A
TOP ELEV. 28.7'
IMBED R15ER 12' INTO CONC.
�, WET DETENTION POND SECTION
C6 1N.T.S.
5
4
1
SANITARY SEWER OR
STORM GRAIN
AS REWIRED
STOP OF COVER
OF COVER
NOTE;
ALL RW AO COVERO 61 BE TRAFFIC PATER. CONTACT WRPACED
OW. BE MWTNED 00 A9 TO INOURE EVBI BFARIYi OF COVER
OPF INS
PLAN
on
SECTION A -A
RING 4 COVER
4
"
is
1/8'
l
fill
51/2-
f4
0;
MINIMUM WECHTS \\
RING 261 LIDS
e
1 T ip
COVER 120 LBS M4
My.
.r V
� Q •
SU:
O e
TAPERED LIFTING HOLE '
I'o
N
ZO
�
LU m
W
�—RUBBER BOOT W/ CLAAY
p w
GROUT
• NOTES:
M4 0 12' EW CONCRETE (4,000) PSI MN.)
IN ADJUSTABLE RINGS
g 5 TO
TO MEET hSTA/ C-478-72 ivc�,
58 WIRE MESH - A5TM A-1 85-69.
FLIT -TOP MANHOLE TO BE R•
�6x6 NO. 6 W.W. MESH USED WHERE REQUIRED BY
4 PRECAST MANHOLE DETAIL GRAB N024T
C3 1 NT5
U rrc
p!1 Z
7P
9} E
4
a
3
2
C=10
1