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LIP cuw_Rl"<�
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2x4 wooden stakes driven
of 12 inches into
the ground
STOpM
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Filter fabric Wooden lateral
cross braces
tucked - - - - - -
6-1in. as needed ka I,
into
grade
Flow
L o\4
F I ow
-7,
X=� CatchBasin
Silt Fence Installation at A c o Z. k^11THt-FWc ZVI �1 A3'
Catch Basins r- A r- P 1!5 A L e- .
Hay Bale Installation at Catch Basins
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F" W,,c) V I V- D -70 SPA cc:
CONSTRUCTION SCHEDULE
i Clearing /Grubbing
Ex cava t ion
Building Construttion!
Povement
-Grading 8 Seeding
C) E \A/4 L_ K N o -r
A
PROVIDr. `CO?9)AC`Tv_D G;LNVZL
4 C041ITTRACTION JOINTS FE NOT'
X44
BASE UNDER ALL S1DFWA1M
_SF.ALL
I`1-LkN 1/8 7NCH WIDE ANJ NID1111
ACCORDING TO SECTION 9.21.
7 _':_SS THAN I' INCH IN DFEP_-H AND
FORM 613.
111AY BE C-L"TBY A GROOVE FORMING
2 P FB F o p_Mr D EXPANSION JOINTTOOL.
r1r) (D
FIL—TER SF_k.7L BE -NS,7,
Al -LE D AT
I-? "EXP'NSION -'-'!Y-S AT 71-iE NEEAREEST
r"i - 4 ..j � -
ALL EXPANSION JOINTS BEITWFEW
- �&
!_____-)T_ OF THE CONTRACTi-01;
NEW CONCRETE SIDEW.'7,!Z, �-Ej
.6. V
":N" INTERA-L BUT NO'17 TO
STR� .
TIC-J"ILrRES IN pLAr�*,r. DREr
- - 1 0 R�m Z,
XCEED -74 FEET.
EXPANSION JOINT FILLER SHALL BE
T 2-112' 1" 4-t/2' 12
3118 INCH ASPHALT 1`PRZGNA7"ED
S'r.L DEWALKS ARE TO HAVE A BROOM
FIBERBOARD OR APPROVED EQUAL.
FINISH.
3 J..
ALL JOINTS SHA-LL BE STRAIGIT-TIT
PLACE 6 X G X 10/10 W.W.F.
7
AND TO 7HE CENTER-
WITH 2" COVER FROM TOP IN AT,
LIEF AINED THE SURFACE OF THE
11-Ew SIDEWALKS.
S
ALL ; I D FWALK. JOINTS, WHERE
PRA'_`_ICAB1_E, S:--TA-TL
dote ls dep.en derk
ALIGN WITH
JOINTS IN ADJOINING WORK,
"NTS
\1/ 6 0 " C
J SHALL BE USEED TO OUTLINE
of project,
PANELS .1 N THE S I IDEWA _rK
C,H S.'-L2,L.L BE SO FA.R AS POS_
C0A1D46N51A1q UAII r
Q T_7; APE - THE L-rN--"-'HS OF
T S E ,-N'_--LS SHALL BE DETFERMINrL;
W-1 DTH OF THE S TDEWALK.
I&A AJSr0RmS& PA 0
COAJC,R,E-7-,E- MAS()AhR�' QR10 P4 VERS' 7-0 ALLOVI
V1E7(!iE7-47_101J C7R-0W7_A1 - USE 0AJ i:/ MAX SLC
(STAY W1_rH1,AJ PR0,0�FRTK L(M!TS . SUBMIT-
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17' 1 IC 2-112
20'
30"
I VA L_ 2ffA.J T7.
Construction starting
dote ls dep.en derk
10
upon approvai dote
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BALES•TO 8UTT
TOGETHER
VARIES DEPENDING 7N
HEIGHT OF SLCPE AND UJI
STEEPNESS OF0.
RESULTING 01
GRADE AT TOE OF SLOPE- J
EXI-STING GRCI)NDFLOW
INTERSECTION.
0
2- X 3' STAKES EACH E3A`1..,E.
PL AN P!_ AN
EMBANKME147 SLOPE
2-2" X 2'9 X 3" STAKES EACH BALE
/,EMBANKM.E.14T SLOPE
.1
EXISTING GROUND iFA
•VERLAP EDGES
TYPE 0A• TYPE 'B'
�OTE NOTE.
DLIF USED IN LOCATIONS OHFF�E TO 13E USED WHERE EXISTING
HE Exjsr.*jG GROUND SLOPES IN GROUND SLOPES AWAY FR":M THE
TOE OF T►nc EMFIANKMENT lUc OF TPE EMBANKMENT.
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LOCA T I ON MAP
S CLE I°'=2000'
GENERAL CONSTRTCTTON
GENERAL, EROSION AND SEDIMENTATION CONTROL AND RE
MEASURES STORATION
SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL - CONNECTICUT', PUBLISHED BY4THE CONN. COUNCIL ON
SOIL AND WATER CONVERSATIoN, I
MONTVILLE REQUIREMENTS.' J'ANUARY .1985 AND, TO THE TOWN OF
INSTALLATION OF SEDIMENT AND EROSION CONTROLS SUCH AS FAY BALES AND
SILT FENCES SHALL BE -ESTABLISHED PRIOR TO COMMENCING LAND
DISTURBANCE ACTIVITIES. ALL T SEDIMENT AND EROSION CONTROL.
STRUCTURES MUST BE MONITORED AMD MAINTAINED BY THE CONTRACTOR UNTIL
THE SOIL SURFACE IS STABILIZED.
IF NECESSARY, LATERAL WATER DIVERSIONS SHALL BE INSTALLED ACROSS
THE GRADED ROADWAY TO PREVENT DOWNSLOPE OUTWASH AND EROSION.
CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION BY STAKED HAY
BALES OR SILT FENCES UNTIL ALL AREAS ARE PERMANENTLY VEGETATED OR
STABILIZED.
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE LOAMED WITH 4" OF i
TOPSOIL, SEEDED WITH PERENNIAL FINE -TEXTURED GRASSES @ 2J LBS. PER
1000 S.F. AND MULCHED WITH STRAW @ 100 LBS. PER 1000 S.F. OR
STABILIZED WITH JUTE NETTING.
THE PLACEMENT AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES AND RESTORATION METHODS AND OVERALL SITE MAINTENANCE SHALL
BE SUBJECT TO REVIEW AND AMENDMENT BY, THE TOWN OF MONTVILLE.
CATCH BASIN SUMPS SHALL BE CLEANED OF SILT PERIODICALLY DURING
CONSTRUCTION.
TREE CLEARING SHALL BE CONFINED TO THAT AREA NECESSARY FOR THE
CONSTRUCTION. THE LIMIT OF CLEARING SHALL BE FLAGGED BY THE
APPLICANT PRIOR TO -THE INITIATION OF TREE2.CUTIIING.
ROAD GRADING SHALL BE DONE IN STAGES -TO PREVENT THE CREATION OF
EXTENSIVE EROSIVE SURFACES.
ALL CONSTRUCTION METHODS TO CONFORM TO CONN. D.O.T. FORM 813 AND/OR
TOWN OF MONTVILLE SPECIFICATIONS.
ALL UTILITIES TO BE INSTALLED UNDERGROUND.
EXISTING TREES TO BE SAVED SHALL BE ADEQUATELY PROTECTED TO AVOID
TRUNK & ROOT DAMAGE DURING CONSTRUCTION.
THE LOCATION OF ALL EXISTING UTILITIES SHOWN IS -APPROXI-MATI-E.
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE LOCATION OF EXISTING
UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND FOR COORDINATING
CONNECTION OF PROPOSED AND EXISTING UTILITIES.
THIS SITE PLAN IS FOR THE DEVELOPMENT OF A SENIOR CITIZENS CENTER
AND NECESSARY PARKING AREAS.
.L
THE EXISTING SITE IS MODERATELY SLOPING PAXTON-MONTAUK STONEY SOILS
COVERED WITH NUMEROUS OAK AND MAPLE TREES TO 12'INCH DIAMETER. THE
UNDERGROWTH IS LIGHT, CONSISTING MCSTLY OF BRIARS AND POISON IVY
AND FERNS.
Olt THE CONSTRUCTION SCHEDULE tb LE IS SHOWN AT THE LEFT
THE ACTUAL
T STARTING AND COMPLETION DATES
C
DEPEND ON THE DATE OF FINAL APPROVA'
*44,
Al
7,5 5z'
TEMPORARY
SURFACE AND TOAIDIN THE GROWTH OF VEGETATION TEMPORARY MULCHING IS TO P=,TN- EROSION BY PROTECTING THE
4L EXPOSED
S
ION BY CONSERVING
AVAILABLE MOISTURE, CONTROLLING WEEDS AND PROVIDING PROTECTION
S N-1 AGAINST EXTREME HEAT AND COLD.
t,!5
10 G -7 5 4
Cc .730
cc AREAS WHICH CANNOT BE SEEDED WITHIN THE SEEDING DATES (APRIL 1
THROUGH JUNE 1; AUGUST 15 THROUGH SEPTEMBER 1 SHALL BE MULCHED TO
PROVIDE TEMPORARY PROTECTION TO THE SOIL SURFACE. AN ORGANIC MULCH
OTHER THAN
WOOD FIBER ALONE SHALL BE USED, AND THE AREA THEN SEEDED
0
AS SOON AS SEEDING DATES PERMIT.
C7 7 MULCH WILL BE USED WHEN TREE, SHRUB AND GROUND COVER
6 ex\0 E: N,�7 'I"m
, � 1 1,'. _j,9 �2�_ p, PLANTINGS DO
k, - N 7, ic:- NOT PROVIDE ADEQUATE EROSION PROTECTION.
log,
go PA
V.7
'7� -To (Ex 1 ORGANIC MULCHES INCLUDE HAY AND STRAW WHICH ARE
oo No a•mel, y F2A V SHREDDED CORN STALKS, WOOD CHIPS, FREE OF WEED SEEDS,
'r BARK OR SHAVINGS, SAWDUST, WOOD,
TP _j ZA r,> 4E EXCELSIOR AND WOOD FIBER.
MULCH MATS MAY ALSO BE USED ACCORDING To MANUFA I CTURERS
RECOMMENDATIONS.
MULCH ANCHORING OR MULCH MATS WILL BE USED ON SLOPES GREATER THAN 3
/oz. B PERCENT AND CONCENTRATED FLOW AREAS SUCH AS SWAT.Fs.
ANCHORING OF
WSTRAWIND HAY
BLOWINGMULCH WILL OCCUR IMMEDIATELY AFTER SPREADING To PREVENT
CERTIFIED 13Y THE m0t4TmLLE ZONING
a PLAN14ING COMMISSI
OR
ChcirmaA or Secretary /;Af Date
N 0``i E SEE F'R(:1J�LT ►_T I oNt5
lkI
co ITrz.
it N fe` i i., >P;ky*�IC20
4
DATE: 8 _11--8
MOFFITT' AND DUFF' SCALE: 1 40
DRAWN: S. E. A
C
CONSULTING ENGINEEI,,E N G'R..- S.E.A
APPR'D:,
GLASTONBURY, CT, LLE
SHEET P
M 0 N'T *0
SITE ENVISON MFNT 0 ENE R
2TS
rF 4� 0 SHFF
oil -111-10-14-01 11-0 0.0
CONCEALED
WATER -TIGHT I—AWLISTTO GRADE WITH MIN 6"
PiCKHOLE TO MAX. l0OFBRfCK
PRECAST REINFORCED COt4CRETE
�7 CAMPBELL FRAME S COVER
MANHOLE ECCENTRIC CONE PATTERN No. 1009
NEOPRENE
GASKET
/�--WELDED WIRE F48RIC(TYP)
TYP MANHOLE JOINTS TO RECEIVE PLAN
NON - SH P I N K GROUT INTERIOR
EX
0• RING MANHOLE RISER ER fOR
SEA,. TYP laLLSECTICINS� +
S7ANSARD PlSER SECTIONS
- AS AE,�,IRED
Iv
Yl
A L D
C t;ypCONCRETE DR BRICj<
—PPECAST BASE SECTION P
8 MORTAR INVERT
LC
FLEXIBLE SLEEVE
PLAN CLS - -INTO MANHOLE
G" M, N CR US HED, W: -L
STONE BASE—
SECTION SEC TION,
S, P'N-ESS NI
PACK ANULP SP.1%r_E
STEEL IWITH NON-SHRNx GROUT
STRAP
ii
COMOACTED, SLNZ ON 7
CRLISHED STONE BASE
"2, Mitq L. 3 MIN
FLEXIBLE MANHOLE SLEEVE
SWITA'_'N, RY MAN HOL -7 D)E' TA I LS
NORMAL TRENCH WIDTH
= NOMINAL DIAMETER
+24
F4
BACKFILL WITH EXCAVATED MATERIAL OR
X
SUBSTITUTE BACKFILL AS DIRECTED.
USE HOEPACK FOR COMPACTION IN
4' LIFTS.
9
s: 9B1
MIN. IN.
FILTER CLOTH
12 COMPACTED SAND
SHAPE BEDDING
FOR PIPE a BELL 4 -
FOR 2" ABOVE
INVERT OF PIP -CRUSHED STONE BEDDING, GRADE C
UNDISTURBED
MATER IAL -
a `MINIMUM, 12 IN ROCK
VA
,TYPICAL TRENCH SEC
',
FOR P. V. C. P1 PE
THE-
DROP MANHOLES SMALL BE PROVIDED WHEREVER I
VERTICAL DISTANCE BETWEEN THE INVERTS OF THE MAIN
a
SEWER AND INLET SEWER IS GREATER THAN Z`-0.
DROP MANHOLE
SCALE - NONE
JOSEPH MERRITT & CO,
THOROUGHLY C�WPACTEO BACKFILL A3
TRENCH SEC
PER SPECIFICATICHS—
I
CUT PORTION OF DROP PIPE TO
P. STO(�M
DRAIN
AAATE INLET SEWER AS SHOWN ---7
I
F-T&INS.
CAMPBELL FRAME 6 COVER -PATTERN at o tDO9
-A—
STANDARD MANHOLE
FT&INS
CONE SECTION
PLAN
DROP PE - SET TOP AT
A,55 A coNCRE
L
REMOVABLE SHIELD
OF JNLET SEWER
r - ii
OF PVC PIPE CUT
15,
'i4.[" rl
2'-2
DIA
41'CONE
TO FIT FIRMLY INTO DROP.
V)`ALL AT F GO. -F 0-F
ALUMINUM
-1.; STEP
WELDED WIRE FABRIC (TYP)
1.45
2 'A" MIN %
rj
-7-12
LIFTING HOLES (TYPA
(FILL WITH MORTAR)
D INSIDE DIAMETER OF PIPE
7117-L
cTrPJ
FLEXIBLE SLEEVE
STANDARD MANHOLE
AT FACE OF WALL -MINIMUM -D+2
!NLr-T GRAVITY
RISER SEC TIONS
.SEP v*1
VARIES—'
i
'—SEWER -
AS REQ1UIRE0 =Q
AI
CH,.A,mFE.RED APPROXIMATELY CH'(: INCH.
PLEXiBLE WATERTIGHTr
RUBBER GASKET
— r
7 wr, L
5' 00 fi� D" PWCABASES i"Ir 8(
WMARE D 04X TO SIZE O -A
101-6-
4'- A
1/8 x I" STAINLESS STEEL
3'- 0 MAX.
36'
L_ PIPE ANCHOR STRAPS VY/
6'- 6'
12'-6-
1/4' x 27.$.S. ANCHOR
2-7i2 "
5.45
BOLTS WrINSERTS
3* -8'
7-0-
SPACED 5'-00 O.C.
31
2* -9-
6.40
STANDARD
4'-2"
DROP PIP'E ^NO 90 ELBOW
TABLE
3'•
TO BE P.V'. AND SAME SIZE
8.00
AS INLET SEWER UNLESS
OTHERWISE NOTED
DENSE H- A R D
BURNT ORICK
IWVERT---
OUTLET SEIVER
6' MINIMUM
6t:7TYP
CPUSHED NONE
BASE
UNDiSTLR9ED-
THE-
DROP MANHOLES SMALL BE PROVIDED WHEREVER I
VERTICAL DISTANCE BETWEEN THE INVERTS OF THE MAIN
a
SEWER AND INLET SEWER IS GREATER THAN Z`-0.
DROP MANHOLE
SCALE - NONE
JOSEPH MERRITT & CO,
tXRECTED 8V TME f"to4EER WALL
IN. #C%k#E$s 70 I#K!ftf"E I- FOR ItAc;jq
T'"OF IRS 0 DE 0"WETt4 WCREASE
r-6" MIN. KNOCKOUTS FOR PIPES
MIN 4' FROM TOP
AND BOTTOM OF BASE -
ltnt
L2,- -
SECTION SECTION
STORM MANHOLE DETAIL
FILTER CLOTH
SHAPE BEDDING N
FOR PIPE AND BELL/I.,
FOR '/4 O.D ABO\/E//,
11,4VLRT OF PIPE
UNDISTURBED
MATERIAL
7/8 It
CONCRETE OF
BRICi< AND MORTAR
INVERT
WHEN TwS D4MENS10N EXCEEDS 10 Ff.,
MANHOLE WELL BE CLASSED AS MANHOLE
OVER 10 FT DEEP
NORMAL TRENCH WIDTH
= NOMINAL DIAMETER
+ 24"
BACKFILL WITH EXCAVATED MATERIAL
SUBSTITUTE BACKFILL AS DIRECTED.
USE HOEPACK FOR COMPACTION IN
4' LIFTS.
4" MINIMUM
TY f'ICAL
D
TRENCH SEC
I ION
FOR
",\ t
P. STO(�M
DRAIN
%n
FLOW LINE?
F-T&INS.
CAMPBELL FRAME 6 COVER -PATTERN at o tDO9
-A—
'NS/FT
FT&INS
PL 4k,14
PLAN
1'-2--
A,55 A coNCRE
L
/-1.,1;jLS'
TG.GRADE WITH MIN 6"
r - ii
TO MAX 10 OF aRICK
15,
'i4.[" rl
2'-2
DIA
41'CONE
PRECAST REINFORCED CONCRETE
MANHOLE ECCENTRIC CONE
V)`ALL AT F GO. -F 0-F
ALUMINUM
-1.; STEP
WELDED WIRE FABRIC (TYP)
1.45
2 'A" MIN %
rj
-7-12
LIFTING HOLES (TYPA
(FILL WITH MORTAR)
D INSIDE DIAMETER OF PIPE
7117-L
cTrPJ
HEI', -HT OF SLOPE ABOVE FLOW
LINE
AT FACE OF WALL -MINIMUM -D+2
—PRECAST REINFORCED CONCRETE
L LENGTH OF WALL-3S-tD
.SEP v*1
VARIES—'
i
TONGUE ANC GROOVE RISERS
AS REQUIRED
2 1.
CH,.A,mFE.RED APPROXIMATELY CH'(: INCH.
PLEXiBLE WATERTIGHTr
RUBBER GASKET
— r
7 wr, L
5' 00 fi� D" PWCABASES i"Ir 8(
WMARE D 04X TO SIZE O -A
101-6-
4'- A
Ot"SEP Of PPE5 tl THE MANNOLE
PRECAST REDOCrRS WILL SE PLACED
4604'T T"E 5' A*0 S' BASES AS
3.79
tXRECTED 8V TME f"to4EER WALL
IN. #C%k#E$s 70 I#K!ftf"E I- FOR ItAc;jq
T'"OF IRS 0 DE 0"WETt4 WCREASE
r-6" MIN. KNOCKOUTS FOR PIPES
MIN 4' FROM TOP
AND BOTTOM OF BASE -
ltnt
L2,- -
SECTION SECTION
STORM MANHOLE DETAIL
FILTER CLOTH
SHAPE BEDDING N
FOR PIPE AND BELL/I.,
FOR '/4 O.D ABO\/E//,
11,4VLRT OF PIPE
UNDISTURBED
MATERIAL
7/8 It
CONCRETE OF
BRICi< AND MORTAR
INVERT
WHEN TwS D4MENS10N EXCEEDS 10 Ff.,
MANHOLE WELL BE CLASSED AS MANHOLE
OVER 10 FT DEEP
NORMAL TRENCH WIDTH
= NOMINAL DIAMETER
+ 24"
BACKFILL WITH EXCAVATED MATERIAL
SUBSTITUTE BACKFILL AS DIRECTED.
USE HOEPACK FOR COMPACTION IN
4' LIFTS.
4" MINIMUM
TY f'ICAL
D
TRENCH SEC
I ION
FOR
R. C.
P. STO(�M
DRAIN
%n
M
BANK RUN
BEDDING, GRADE C
COAT PORTION EMBEDDED IN
CONCRETE W'/HEAVY COAT
13/16" OF BITUMINOUS AAS T IC
FC-) R Qr"t'- "'i A L IJ M I N U W
ALLOY 6061-T6
ALCDA ALUWINUIW
GROOVED 1265.31 OR EQUAL
STEP
13 3/4
D E Tts I L
V
zffl3m��!
Pei
Pia
(sc(
EXPOSED HEIGHT OF BACK CF W"LL
ACOVE SLOPE TO BE.
7-FCn SLOPES OF 12:1
9 -FOR SLOPE 2'1
L
V I
D
5
H
L
BATTER
B
VO L.
%n
FLOW LINE?
F-T&INS.
FT&INS.
'NS/FT
FT&INS
0
12'
1'-2--
A,55 A coNCRE
L
4- 6"
MA50NAY
r - ii
1.10
15,
1'-5"
4'-9'
V)`ALL AT F GO. -F 0-F
SLOPE
'4OTAL HEIGHT OF ENDWALL
1.45
8 A 3 E
r-8-
D INSIDE DIAMETER OF PIPE
HEI', -HT OF SLOPE ABOVE FLOW
LINE
AT FACE OF WALL -MINIMUM -D+2
24-
L LENGTH OF WALL-3S-tD
5'- 6"
Ai_f__ EDGES OF EXPOSED SURFACES TO BE
2 1.
CH,.A,mFE.RED APPROXIMATELY CH'(: INCH.
2.72
15 It HEAVY DUTY P.V.C.
11-1 f 1_�tn
t.
Su'l, P"'Ic
V
INV. Ei-,
vs�
op
�l is D I 115
2
FRONT ELLVATION
DIMENSIONS AND CUAN-ITTIES FOR ONE
ENDWALL BASED ON 5— D + 2"
D
5
H
L
BATTER
B
VO L.
IN5.
FT&INS.
F-T&INS.
FT&INS.
'NS/FT
FT&INS
CU -YD.
12'
1'-2--
4'- 8-
4- 6"
2 1
-5
r - ii
1.10
15,
1'-5"
4'-9'
5-61
21v
2
r-11 7-
1.45
tall
r-8-
II'I,
2 2
2- 0 2
1.83
24-
2'-2'
5'- 6"
a,- b^
2 1.
2- 3-
2.72
30-
2'-8'
61-01
101-6-
21 -
2
2`3-
3.79
36'
3'-2-
6'- 6'
12'-6-
3-
2-7i2 "
5.45
42-
3* -8'
7-0-
14•-6"
31
2* -9-
6.40
48"
4'-2"
T-6-
16'-8"
3'•
ZI-10
8.00
VOLUME BASED ON V AND WALL %THI CKN ESS
AT � OF PIPE HAS BEEN DEDUCTED
ST AND A RD E N D W A L',,-
15" DIA. C.I. FRAME a GRATE ELI= 138.70
NOTE
ALL CONSTRUCTION O(MEN51ONS
ARE NOMINAL.
When one endwall is to be used for Iwo pipes, the
dimensions of that endwall sh0tm
4onfor to that
required for the lart;et pipe, except the dimension "L*
sholl be increased by the outside diameter of the
smatter pipe plus one toot.
THESE [NOWALLS WILL BE USED ONLY AT
LOCATIONS WHF-RF- THEY WILL NOT BIE A
HAZARD TO VEHICLES THAT RUN OFF THE
BOAC? IN NO CASE WILL THE: LOCATION OF
THE,c)F- CNOWALLS BE LESS THAN 301 FROM
THE EDGE CIP THE TRAVELED WAY.
SLJPERICJR r- U UUIZ) DIS II RIBUTORS OR TYPICAL PAVEMENT -- 7
APPROVL�) EQUIVALENT.
jllvaw T __ L
= kit
YW-30 INLET LIDETAIL
COMPACTED BACKFILL
00.
�10
4'MIN
0—I 1/2COPPER TYPE "K" SOFT
SERVICE
6"ALL SIDES
SAND COMPACTED IN
2 LIFTS,
WA' 1E7, --1 -3ER"'ICE TREWm DETAIL
N.T.S.
-A A
_j
T
PLAN
b0"7Z W HE N CA TC M &A-9 lk It ZICT N CONC RE TE PAvCwt P#T
TMC 102- S -OPE ON TME TOO SLOW&CIE SOIALL BE
CNA&SIED TO MOATC34 ADJCWNtkg PAVE WIEINT,
rAL'TXFWATE CONSTRUCr*ft WITHFULL CURE SPOT WELD OUTER CRAVE
SACx To BE USED LT L04LATICkS Ac_%cr k r TO
S'TiF*a 04 PaGP"ED CURB 2-"04 8AJR S, 4% 10%ONO TO GRAYE AT 6' �'_ C,
XCL ASS -A' C CAKRf TIE
4 Soft, P S., 1'-O' LOW, I- Ptxjf�c 0ACT OR
PRE C�&S T =t*r_,R E T E L*drT
74, g7/9' 741 5 SVt- ' CXPMS SL00-_ AS
Pt'* CPC'SS MBE SE(:TK)� flow 11,_8310- r-0 w to 4 -
EL I AU
6' LOW. V2, MIN.
_L_� — t OETALS CW CL"B
CONCRETE Im"'ASONRY GRID PAVER DETAIL I— I , I :
00 _f7. CATC - 3SO4 -ILL BE fvtz* I
CLAS Z AS rym'C 'C'CArcm
SASM DOUSLE GRA TYPE I
CvsA10 FEET DEEP.
Y DEPRE S". i^'& vZ'BACK 4,v STRe SEE DETAIL '5' 10
4- -'�g'D$A_ HOLES ACK EL.:�CO To FaAW 61041MU04 OCIP'T"30"35 SIPECFICALLY
if cr FOR *4 BANS
ACK VOE�_-" To ra A mE ORDERIED OTHIEWInSE,LOOER TRAVEL"MY
-1*-?V2' LOCIER UNTRAVEL.EO AREAS 0-3r
FOR ?_ CEPRIESSK)m
5/32' IFCR s'OIEPRfS'<•r!N 4
OAA&GE OP[WNGS IN A V&OW j.S
r WAT 00 IIAVEDtATELY A*OVF THF_
If rte` BOTTOM OF THE OPERv(OUS
PERVIOLtS BACK FILL A cc
71-ftS ELLE VAT . x DEWTH
.Y-:)' SELC*- THE TOP OF r, -O,
rPwE sTTAjcTL__4E. Mac 1"k,
S%4- DETAIL OB*
SEC TION A—A SECTION 8- E
**CXCL A$$ A- CCP41CRETE , k"SOW Y 1: ONCA1 T E
VW*M W14-rPE $1AICK 00 #dASO#4*T CCOOCRIETE
L047 S ARE V!SE0,=R5ELLV*G WiLL BE P"Mit', T7ECL
MAVVW�_" CORM- M BE 3" NO P"Oo-fCT"
SHALL EXTEND t"S" OF LfWTS VOTED
C.LASS 'A* COW-RCTE PCAAtEC 3N PLACE 00t PWCAST UpSter
rPiYP-AF;`4 "C" CATCH GRATE 01,WRE PPIECAS1 COWIRETE uwrr M USXD FOR SUwF,
TWE TOP Of T *-C LoaT SHAI-L 81 AT LEAST IV BELOW
T&K *CT'rtmw Of THE PWf O197LfTT`M F406d T'
CAT*01% %�kl IP1-
DATE°
16 SCALE:
M F F_ I A N *1 Du D U F F0 11 DRAWN:
10"Offi"SUTING Effi"GINEERR R
ENG'
k; N U 114 APPR'D:
A E
G LASTONBUIPRL T C% T. M"00 NTR
'v`1 LLE SA" E N I O, C E T PCO. SHEET N.
NO. P.
SITE* ENVIRONMENTAL* SURVEYING3 MONT'VI L L E Cv�"Y;N. qg—z
C-1 L11
V Nj
co
CNJ
m
N
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(D
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m
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roz
77 7
0 a -T t>
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1