HomeMy WebLinkAboutS-29730Di
I�
k
0
J
a
a
fe
S
9 �
p
90IOiNVG CLASS DEWN
DAVENS►ON
L-
CLASS B
WA
,, -
CLASS C
Ir .,
LWIS OF PIPE ZaVE
AIN op,
C (SEE APOIr 7)
CaLASS
A
e wt
114 to
12' m"
"SEWER' WITH 3" HIGH BLACK
CON7RACTOR IS SOLELY Fib? THE AEANS% AEIHODS AND
SEAS OF C ONSTRUCTHOV AND FOR THE SAFETY OF WORKERS AND
440
FOUP" IM LEI 001,
B
114 as
11r as
1/b as
a 41L
00 A
C
j14 as
1/r as
119 as
_ _ _
►♦" r
L#01ERSVE SHOWN FOR CLA/8TY
•
12" MAX
Q
314" CORE (TYP.) ON 23" B.C:
7.
IT SHALL RESPONS111KIIIITY OF' TIE CONTRACT CR TO OBTANV STREET
DRILL AND TAP 5 8"-11 N.C. 1 -1/2" CORE(TYP.) (LODIONG)
USE AND AN OTHER RELATED PERMITS PRIOR 70 ANY CONSTRUCTION
y
BAC11MILL MA
21"
0)
Q
�- MORTAR �IN7S'
ON 23 B.C: TYP. 3 PL
.eIQTT �
a
T N
PLANS APPRI By THE aT1' OF REIV7YNV, DENELAF'NEN SER CEO
DIVISION, SHALL TAKE PRECEDSVCE OVER ALL OTHER PLANS
LV
fErvAy MA,
9.
A COPY OF THESE' APPROVED PLANS MUST BE ON THE " S17E NFIEMEVER
O
W
Q
.:...... .......
.1 USE FRAME ANPO COVER FOR S`70 MI (SPECIFY 'DRAIN ON COVER).
'SENER "), "WATER ").
CONS7RILIC110N IS NV PROGRESS
Z
0
► _ ��
SANITARY (SPECIFY OR INA7ER (SPECIFY
la
FOLMIDA DON
514 "
LEI
doe
2- HAND TAMP 1MVIER HALAVCFAM
Q
MANHOLE FRAME AND COVER DETAIL
� Pr?'°�ss�'°wAL
6- 1/2 =--I
HjWD -.
PROFS IO
Fftiiiiiii�
7' MIN.
NOT 70 SCALE CITY OF RENTON DWG NAME BR29
BEDD" FOR RAW PFE
BACKFILL SHALL BE PLACED EQUALLY ON 80TH/ SIDES OF THE PIPE /N
Z
Q
7W PIPE MWE MILL BE 1W ACTUAL 7RDVCH 101107H. EXCEPT FOR CLASS A
i
I�
k
0
J
a
a
fe
S
9 �
p
1REIMGIV BACICFXL SMALL COMraW TV 16AagXLMMG SENER IV 7W
SANITARY SENERS SECTION OF THE STANDARD SPEpFICAfl'OV4 EXCEPT ARAT ROCKS
OR LUNAPS LARGE=R THAN 1 " PER FOOT OF PPE 01AAETER SHALL NOT BE USED NN 7W
BACKFXL MATERIAL
6 SEE 'EIEMWMG MATERIAL FOR RIM PIPE" NV THE AGG4E'GATES SE•lf OF THE
STANDARD SPECWICA 71OVS FOR THE MATERIAL SipECIFICA TUNS
Z SEF IR DDaMG MATERIAL FOR FLD MXE POPE•" IN 7HE AGG EGA TES SE'C71OV OF
STANDARD S12EpF1CA T)ON FOR 7HE MA TERIAL 92ECFI A 77OVS
a POE MUST BE ANCHORED IN SUCH A NAAER AS TO ENSL#?E FLOW UAE IS
MAINTAINED.
• A = 4" AAW. 27" I.D. AND UNDER
6" ANN. OVER 27" LD.
PIPE BEDDING FOR SANITARY SEWERS
NOT 70 SCALE
CITY OF REIV ON DM NAMEI BW18C
Sip PAGE 8077
CM
PROPERTY LINE
I
3' MIN. 6 •
FU TUBE
6" BUILDING SEWER PIPE 1 BUILDING SEWER
2
� TEE WITH 6" SIDE OUTLET
90IOiNVG CLASS DEWN
DAVENS►ON
CLASS A
CLASS B
C
CLASS D
CaLASS
A
e wt
114 to
12' m"
"SEWER' WITH 3" HIGH BLACK
CON7RACTOR IS SOLELY Fib? THE AEANS% AEIHODS AND
SEAS OF C ONSTRUCTHOV AND FOR THE SAFETY OF WORKERS AND
msAO
LETTERS AND P WIRE WRAPPED
B
114 as
11r as
1/b as
zm
as
C
j14 as
1/r as
119 as
dA
L#01ERSVE SHOWN FOR CLA/8TY
1REIMGIV BACICFXL SMALL COMraW TV 16AagXLMMG SENER IV 7W
SANITARY SENERS SECTION OF THE STANDARD SPEpFICAfl'OV4 EXCEPT ARAT ROCKS
OR LUNAPS LARGE=R THAN 1 " PER FOOT OF PPE 01AAETER SHALL NOT BE USED NN 7W
BACKFXL MATERIAL
6 SEE 'EIEMWMG MATERIAL FOR RIM PIPE" NV THE AGG4E'GATES SE•lf OF THE
STANDARD SPECWICA 71OVS FOR THE MATERIAL SipECIFICA TUNS
Z SEF IR DDaMG MATERIAL FOR FLD MXE POPE•" IN 7HE AGG EGA TES SE'C71OV OF
STANDARD S12EpF1CA T)ON FOR 7HE MA TERIAL 92ECFI A 77OVS
a POE MUST BE ANCHORED IN SUCH A NAAER AS TO ENSL#?E FLOW UAE IS
MAINTAINED.
• A = 4" AAW. 27" I.D. AND UNDER
6" ANN. OVER 27" LD.
PIPE BEDDING FOR SANITARY SEWERS
NOT 70 SCALE
CITY OF REIV ON DM NAMEI BW18C
Sip PAGE 8077
CM
PROPERTY LINE
I
3' MIN. 6 •
FU TUBE
6" BUILDING SEWER PIPE 1 BUILDING SEWER
2
� TEE WITH 6" SIDE OUTLET
SECT" B-$
�
"x 4" S7UD SERVI MARK
�++
PAINT UPPER POR77ON W417E
ANS STENCIL ON SIDE WORDING
I
2"' A
Z" RAISED [£TIERS AS
"SEWER' WITH 3" HIGH BLACK
CON7RACTOR IS SOLELY Fib? THE AEANS% AEIHODS AND
SEAS OF C ONSTRUCTHOV AND FOR THE SAFETY OF WORKERS AND
a
LETTERS AND P WIRE WRAPPED
AND rE n YD4 AND
f" SSE SEWER AMID BI/NLDi11G SEWER
,E7C7ENDED
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS S7EEL BANDS
Will CONNECTING NEW SIDE SEVERS TO EXISTING MAIN.
W T RIRED CLAY, PLAIN AND RETNFOIRGED CONCRETE; DI PIPE AND C1
PIPE SEWER MAINS ARE 70 BE CARE DRILLED
NOM
" ALLOWABLE MAX. 1 UNLESS OTHERWISE VI ON PLAN, SIDE
1: J. 5 MIX � k� FOR CAST IRAN PIPE � �TM�G SENDER SHALL HAVE A MINIMUM 2.5' COVER
OR DUCTILE IRON PIPE F AT PROPERTY LINE OR 3-5' LOWER THAN
BLOCKING ��� 25� •� THE LONEST HOUSE ELENA TION. WHICHEVER
� AWN � M�•d� Is LOWER
=2X MIN SLOPE IS
6" MIN. 6" SIDE OUTLET lEE HOIR/ZONTAL
SEWER MAIN SEWER MAIN
CONCRETE BLOCKNIIG ANGLE TYPICAL SM SEWER ELEVAT�OiM
lF THEE AT MANY OVER TS ELENA My
PORTIONS SEC. 15, TWP. 23 N., RGE. 5 E.,-W.M.
- --�-•- f%?"' fiEB d PY. 1 rt r r 1. ALT. M MA UMNS 9� 4U W N W N 1/K STAA�DS AM
MC�11 -9�m PA TIM S�'iG�liCill�IfS a" 11E [i11' tom' l�ll'1CM1 Adlb 11+E LAIEST E�7�11 LW
CAST N1Ep1AL pll 1� -� 1W MOOT /.*,PM S7AAVAMS AM SPECF 'A EONS
25-1 4" 2 TEE MOUIVS OF OW 01 hE S FLEET I0/T -I MW Y' SHAM BE LMff D 10
/� �• � .6" &-V AM W 3; 30 M OlN IE'E>II YS MESS OVIONNSE APPROVED AN ASSOCIATES
0 W& 1W BY 1W M4V5PWrA7IOV arASM AT 277-6222 ALL S71EET
X3/4• CL PARILIL OR FLIL S PIP
RLkD
MALL BE ARObED BY 7W
ff &_ - 1RANSPORTA 7M DnfsOV 24 H 1URS M ADVANCE THE POL E
DEPARThONT, FONT£ DEPARI ENT. AND Off SHALL BE MOTFED 24 HOURS 118u 1151h AM ICE
1 -114" _F AV ADVANCE, Kv%wnd. WA 9903446¢3
23-11400 3 ALL GOIIS7RUCTIIDrV 9VALL BE AV ACCOMANCE WIH 71E 'SSTAAIDARD 425.821.8448
33-1 4" SPEC FICA DONS FOR WAVI1G FAL PUIKJC SOWS CONSTRJCflCIAV' PREPARED 425 521 -3481 fm
1 " SEAT BY WASH M YON STATE OYAPTD? AMERICAN PUJC MOWS ASWC►A 7AM
ENIN A -A LATEST EDI 71OV (API AND CIFTY OF RENIO N STANDARD SPEOFICA 71OYS 800.488.0756 tto� Wee
COYER MKW-Locxaw 4. ALL LOCH TARNS OF EV571 MG U7XfnES SWW ARE APPRO>OIA TE AND IT www.arrdaroc com
SHALL BE 7HE COINTRACYOR"S RESPONSA91111LITY Ti7 VENFY 7W nWC AND
G1f 'ECT LOCA770V SID AS TO A MID DAMAGE OR DISflNWANK,E
? 5/�' =11 N.C. x 1 -1/4" Ste- 3�.. rf -3/8"
A `� a SAS SOC AD CAP SCREW (3 REOb.) r _. & A PRE URUCTICIIN CC1AfTM7VCLr AND A 24-HOUR NOTICE SMALL BE
% -51C/0 �_ REQUIRED Pte? 70 STARTING NEM� CONS7R/CTA� IT MALL BE THE Z
�1�" (Ti - A C N7RACTOYS TY TO SE'G� ALL ACCESSARY PERA07S P)WOR
1 -7 - - - 2" TO STARTING CC1NSTRr VnM (Ni5PElC`7XN NXL BE ACCMUSHIED BY A
TYP =ff B 25"' w mmovTA T)YE OF TFE CITY of RENTo ) IT SHALL BE nic
4"
o
0 00
- r7 1.
1-111 112 0 2 5181,
CAST IRON AM AMD COVER
i PLUG TO BE SEALEL
I I IN SAME MANNER A;
1-
MAIN SEWER JO INTS.
7
t
SANITARY S FEWER CLEAN
OUT T DETAIL
STANDARD ODE EWE
OU
... S R /N TA TI ON D
S O ETA/L
NOT TO SCALE aTY OF RENTON DWG. NAME.• BR39 NOT 70 SCALE CITY OF REM70N DWG NAME. BW18B
SP PAGE • 8078 SP PAGE: 8076
SECT" B-$
COV7RACTO?IS fifspoNsmiTY TV NOT>F Y DE CITY NVSPECTUR 24 HOURS
AV ADVANCE OF BACKFILLING ALL CCINSTRUCTION.
-"' - SEE DETAIL & 1.4.
Z
2"' A
Z" RAISED [£TIERS AS
6.
CON7RACTOR IS SOLELY Fib? THE AEANS% AEIHODS AND
SEAS OF C ONSTRUCTHOV AND FOR THE SAFETY OF WORKERS AND
o
6"
�.
X
v
.SEE' NOTES BELOW
OTHERS ON 7}E C A57RUCTUN SITE
25" �AD.IUS7AIENT (4" MIN.)
L#01ERSVE SHOWN FOR CLA/8TY
12" MAX
Q
314" CORE (TYP.) ON 23" B.C:
7.
IT SHALL RESPONS111KIIIITY OF' TIE CONTRACT CR TO OBTANV STREET
DRILL AND TAP 5 8"-11 N.C. 1 -1/2" CORE(TYP.) (LODIONG)
USE AND AN OTHER RELATED PERMITS PRIOR 70 ANY CONSTRUCTION
y
21"
0)
Q
�- MORTAR �IN7S'
ON 23 B.C: TYP. 3 PL
.eIQTT �
a
T N
PLANS APPRI By THE aT1' OF REIV7YNV, DENELAF'NEN SER CEO
DIVISION, SHALL TAKE PRECEDSVCE OVER ALL OTHER PLANS
LV
FRAAE ALOCKNIIGI co 1. FOR NON- LOCXNMG USE OLYMPIC FOUNDRY Na MW 30 OR EQUAL
2 FOR LOCKING UD USE OLYMPIC FOUNDRY No. MH 30 � OR EQUAL
9.
A COPY OF THESE' APPROVED PLANS MUST BE ON THE " S17E NFIEMEVER
O
W
Q
•
4 w MIN.
.1 USE FRAME ANPO COVER FOR S`70 MI (SPECIFY 'DRAIN ON COVER).
'SENER "), "WATER ").
CONS7RILIC110N IS NV PROGRESS
Z
0
► _ ��
SANITARY (SPECIFY OR INA7ER (SPECIFY
la
7HE CCINTRACTYN? SHALL PROVDIE 7HE CITY OF RENTONV WITH AN AS -BUILT
514 "
DRAWING OF THE SANITARY SEWER SYSTSW WI•IICH HAS BEEN STAMPED AND
En'a"� OR L►c�E"s�a'
Q
MANHOLE FRAME AND COVER DETAIL
� Pr?'°�ss�'°wAL
6- 1/2 =--I
PROFS IO
Fftiiiiiii�
7' MIN.
NOT 70 SCALE CITY OF RENTON DWG NAME BR29
11.
BACKFILL SHALL BE PLACED EQUALLY ON 80TH/ SIDES OF THE PIPE /N
Z
Q
2• SP PACE: B074
CONCRETE AMER BY WE /A
3
LAYERS KITH A LOOS£ AVERAGE DEPTH OF 6 INCHES MAXMAH/4 DIEPIH OF 8
el OR APPROVED EQUAL
THOROUGHL Y TAMPING EACH LA YER 70 95 PERCENT OF MAXIMUM
Q
Ilk
A
DENSITY. THESE' CQAIPACTED LAYERS MUST EXTEND FOR ONE PIPE
12- (�)
0
CONCRETE
DIAMETER ON EACH SIDE OF THE PIPE OR 70 7HE SIDE OF THE TRENCH
f •
a CLASS 3000
MATERIALS 70 COMPLEX 7HE FILL OVER PIPE SHALL BE THE SAME AS
T
•
DESCRIBED.
Q
' MAX. PIPE SIZE - 21" I.D.
oftj
a
"/
12
OPEN CUT ROAD CROSSINGS FOR U77UTY TRENCHES ON EXISTING TRAVELED
ROADWAY SHALL BE BAGKRLLED WIT1•l CRUSHED ROCK AND MECHANICALLY
Z
41
OR GALVANIZED STEEL
12
R INT
4-3/4"
COMPACTED. CUTS INTO THE EXIS7ING ASPHAL T SHALL BE NEA MINE CUT
`V
0
1 11000
J
KING
W17H SAW IN A COIN77NUOUS UNE A TEMPORARY MIX PA T CH MUST BE
PLACED IMMEDIATELY AFTER BA C KFILL AND COAIPAC710N. A PERMANENT
Cif
MORTAR
4
HOT MIX PA 7CH SHALL BE PLACED WI THIN 10 DA YS AND SMALL BE PER
Q
,(�j
FILLET ; CONCRETE• SHELF
CITY OF RDV 700 CURRENT STANDARDS
w
1.1
DA 7UM SHALL BE aTY OF REN7i'IV. MAD 1983/`1991 & NAM 198a
6 -.y PRECAST pAsE SECAOw
cc
14.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERAISE
OR CAST IN SHELF:
E
STABILIZED TO THE SA77SFAC7101V OF THE DEPAR7AIENT FAR THE
6 MIN.
a
I BEND
PAEV O ON -SITE EROSION AFTER 7HE C04PLE77ON OF
v3
U7O
6" MIN. NOM
�
SANITARY SEWER MANHOLES SHALL HAVE
i PLUG TO BE SEALEL
I I IN SAME MANNER A;
1-
MAIN SEWER JO INTS.
7
t
SANITARY S FEWER CLEAN
OUT T DETAIL
STANDARD ODE EWE
OU
... S R /N TA TI ON D
S O ETA/L
NOT TO SCALE aTY OF RENTON DWG. NAME.• BR39 NOT 70 SCALE CITY OF REM70N DWG NAME. BW18B
SP PAGE • 8078 SP PAGE: 8076
0 #
TOR
(RAPS
1yQ�.
1. DROP TEE TO BE INSTALLED MINIMUM OF 3' BELOW CONE SECTION
2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE aTY
A INSIDE DROP IS ONLY ALLOWED ON EXISnNG MANHOLES:
4. CORE DRILL OPENINGS FOR NEW PIPE
a RECHANNEL BASE WITH 3000 PSI CONCRETE: HEIGHT OF CHANNELS SHALL BE
NO LESS THAN 314 OF PIPE DIAMETERS.
INSIDE -DROP SANITARY MANHOLE DETAIL
NOT TO SCALE
..
i�
la ALL PIPE AND APPUR T ENANCES ST TALL BE LAID OW A PROPER TY PREPARED
FOUNDATION IN ACCORDANCE WI7H SECTION 7- 02.3(1) OF THE CURRENT
STA 1E OF WAWNG70N STANDARD SPECIFICA PONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF 7H£
TRENCH BOTTOM OR THE 70P OF THE OF THE FOUNDA 77ON MA TER /AL AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT 7HE ENTIRE LENG 1 N OF THE PIPE WILL BE
SUPPOI?7ED ON A UNIFORMLY DENSE UNWELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 7HE PIPE.
16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKE7ED AS7U D 3034, SOR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS% MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 18 INCHES ABOVE RNISHED GRADE IN PAVED AREAS% COVER
MUST SLOPE IN ALL DIREC7101VS 70 MATCH PAVING.
........................................ .............. ....... ............ _ ....... ...... ....... .................. ....... ............ _......... ?t
4m a its
a
CALE: 1 "= 40' HORIZ
1 = 4 VERT. - -
440 , ....... .............................,~ E
...........
y ....................................................._..................................................................4........................... ...............................
N q
MICHAEL L MA YWSCW. PE
Z PROJECT MANAGER
N91JAA/ coopREY, PLS
r.. EXIS71NG FlNISHtI GRADE n
.o.
PROJECT SURVEYOR
� (MORGAN P L
AC£ TYP f
CLAY A. LOQNS BC
EXIS77NG GROUND PROJECT ENGIIR
a -
.� a �_
+� TyP - -I}- -- -- -- -
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 11/21/01
e o - I I 12
r. �' E SCALE: 110M int'['
.: N/A T.: N/A
U
H
4 PVC
1�
2 8
430 _.......... _ ... _ 0
u 5 =0024 ;.. ;� A SBUIL T
n n EX a
I I I II i CAP END Aw,i 00
I
8 IE 42847
Z•d'1M . sy �fcP
I I
O
X. 1;? Sp pvC 0 EX CB 23 EX CB 22
260
8 MORGAN P ACE MORGAN PLA E
EX C8 24 28919
MOR N PLA TOP 435.36 /3T�RQOa1�w
r CB 5 8" lE 427.46 (IN) f ss��NAL
(ORGAN! PLACE EX CB A 8 /E 427.36 (OUT)
MORGAN PLACE
.... ......... 4........................... ... ..... ... ... ....... .......... y............. ............................... ..... ... . , ..................... .. ..... ...........- .......... .... .). .... ... .......................,..... , ........�- 20
EXPIRES: 10/22/02
EX CB 5
MH 7 MOPGAN PLACE
TOP •4fi%&X 427.83 8127/eM
6" IE - #fW.4+ (IN) 42a 010 STAI[P NOT YAIm
•
LYONS AVENUE NE
a IE 418.x1 -N) UNLESS SIGNED AND DATED
B' IE 416.87 (AV -*
8" I£ 4#1 (OU T) 419.60
25 +00
JOB N0. O im 108
MW " °' 330F36
27 +00 28 +00 29 +00
Q 2002 TRIAD ASSOCIATES
SCANNED NOV - 7 2003
+ A �
-"' - SEE DETAIL & 1.4.
�
Mz
C
�a
1
o
6"
v
N
25" �AD.IUS7AIENT (4" MIN.)
12" MAX
CONE
.
21"
Q
�- MORTAR �IN7S'
W
Q
•
4 w MIN.
0
► _ ��
• SHALL BE INCLUDED
6- 1/2 =--I
7' MIN.
CONCRETE AMER BY WE /A
3
el OR APPROVED EQUAL
Ilk
A
12- (�)
0
T
' MAX. PIPE SIZE - 21" I.D.
a
Z
OR GALVANIZED STEEL
0
1 11000
MORTAR
,(�j
FILLET ; CONCRETE• SHELF
,K
6 -.y PRECAST pAsE SECAOw
�-
OR CAST IN SHELF:
E
6 MIN.
a
v3
6" MIN. NOM
o
SANITARY SEWER MANHOLES SHALL HAVE
ALL INTERIOR SURFACES; INCLUDING CHANNELING
a
COA lED (SEALED) II7H A HIGH SOLIDS URETHANE
COA TING. WASSER MC -COIN E'AL OR APPROVED
EQUAL; COLOR OF COA 77NG SHALL BE NH/ EE
as
SANITARY MANHOLE T YPICAL DETAIL
Q Q
Z
NOT M SCALE aTY OF RENTON DWG NAME BR28
AA/ W/! M.'R *.& a i i I P PAGE: 007f
0 #
TOR
(RAPS
1yQ�.
1. DROP TEE TO BE INSTALLED MINIMUM OF 3' BELOW CONE SECTION
2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE aTY
A INSIDE DROP IS ONLY ALLOWED ON EXISnNG MANHOLES:
4. CORE DRILL OPENINGS FOR NEW PIPE
a RECHANNEL BASE WITH 3000 PSI CONCRETE: HEIGHT OF CHANNELS SHALL BE
NO LESS THAN 314 OF PIPE DIAMETERS.
INSIDE -DROP SANITARY MANHOLE DETAIL
NOT TO SCALE
..
i�
la ALL PIPE AND APPUR T ENANCES ST TALL BE LAID OW A PROPER TY PREPARED
FOUNDATION IN ACCORDANCE WI7H SECTION 7- 02.3(1) OF THE CURRENT
STA 1E OF WAWNG70N STANDARD SPECIFICA PONS FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF 7H£
TRENCH BOTTOM OR THE 70P OF THE OF THE FOUNDA 77ON MA TER /AL AS
WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT 7HE ENTIRE LENG 1 N OF THE PIPE WILL BE
SUPPOI?7ED ON A UNIFORMLY DENSE UNWELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 7HE PIPE.
16 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKE7ED AS7U D 3034, SOR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS% MANHOLE TO EXTEND MINIMUM 6 INCHES AND
MAXIMUM 18 INCHES ABOVE RNISHED GRADE IN PAVED AREAS% COVER
MUST SLOPE IN ALL DIREC7101VS 70 MATCH PAVING.
........................................ .............. ....... ............ _ ....... ...... ....... .................. ....... ............ _......... ?t
4m a its
a
CALE: 1 "= 40' HORIZ
1 = 4 VERT. - -
440 , ....... .............................,~ E
...........
y ....................................................._..................................................................4........................... ...............................
N q
MICHAEL L MA YWSCW. PE
Z PROJECT MANAGER
N91JAA/ coopREY, PLS
r.. EXIS71NG FlNISHtI GRADE n
.o.
PROJECT SURVEYOR
� (MORGAN P L
AC£ TYP f
CLAY A. LOQNS BC
EXIS77NG GROUND PROJECT ENGIIR
a -
.� a �_
+� TyP - -I}- -- -- -- -
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 11/21/01
e o - I I 12
r. �' E SCALE: 110M int'['
.: N/A T.: N/A
U
H
4 PVC
1�
2 8
430 _.......... _ ... _ 0
u 5 =0024 ;.. ;� A SBUIL T
n n EX a
I I I II i CAP END Aw,i 00
I
8 IE 42847
Z•d'1M . sy �fcP
I I
O
X. 1;? Sp pvC 0 EX CB 23 EX CB 22
260
8 MORGAN P ACE MORGAN PLA E
EX C8 24 28919
MOR N PLA TOP 435.36 /3T�RQOa1�w
r CB 5 8" lE 427.46 (IN) f ss��NAL
(ORGAN! PLACE EX CB A 8 /E 427.36 (OUT)
MORGAN PLACE
.... ......... 4........................... ... ..... ... ... ....... .......... y............. ............................... ..... ... . , ..................... .. ..... ...........- .......... .... .). .... ... .......................,..... , ........�- 20
EXPIRES: 10/22/02
EX CB 5
MH 7 MOPGAN PLACE
TOP •4fi%&X 427.83 8127/eM
6" IE - #fW.4+ (IN) 42a 010 STAI[P NOT YAIm
•
LYONS AVENUE NE
a IE 418.x1 -N) UNLESS SIGNED AND DATED
B' IE 416.87 (AV -*
8" I£ 4#1 (OU T) 419.60
25 +00
JOB N0. O im 108
MW " °' 330F36
27 +00 28 +00 29 +00
Q 2002 TRIAD ASSOCIATES
SCANNED NOV - 7 2003
+ A �
r
N
III
b
9
�
Mz
C
�a
1
o
<a
v
N
r
N
III