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COMPACT 4" COMPACTED DEPTH 3
1 5UBGRADE 95°76 CL B ASPHALT CONCRETE 3
_ m
U
EXST � NEW 8" CLEANOUT ,�
6'�COMPACTED DEPTH to
FIRE HYD x SEE DETAIL, 2, SH2 :W'-II /2. CRUSHED ROCK
w RIM EL 426.1 A
10' PRIVATE SIDE SEWER EASEMENT
ROADWAY SECTION ACCESS ROAD
EXST 8" G.I.
-_ —N E 23 RD 5T, 184.99' N' B70 41'4:5" V / NO SCALE m
96 LF GI's
XCASENC. MON
N
NEW 3/4" - ---- —+�.— $
CITY OF RENTON
WATER METER I INV=419.63 Q
CONTROL y
MONUMENT 1603 2 LOT 'Z I Z y� _
m d`° (MIN Fl= 420.&) LOT 3 m z
(MIN FH 422.6 1n v+
1
(3) NEW I" b+ INV 417.62
WATER METER
10 LF
Q,
sp, z
I L6 "S5 12' - --
C7 TM
IO' EASEMENT TO •� - - _
CITY DE RENTON - - - _
-T
INV= 19.05'
i 106 LF' - LOT 4 F
g-
- (MIN' FF' 422.1 g
zG ACCESS &'
CD
NEW 3 /y" I UTILITIES '
LO cn EASEMENT EP WATER LO p w
METER I (SEE ROADWAY DETAIL
EXST 8" C,I, ! 9 LF LOT I LOT 5
b' S5 INV 416.78 (MIN FF 419.8 (MIN FF 421.2)
H
o - INV = 418.18 00
z 071
\\L
!f
°��0 184.9°1' N 8l° 41' 43" k/
J
J NEW SSMH 48 "DETAIL f SH 2 10' PRIVATE SIDE
( � SEWER EASEMENT - D
Q RIM EL 424,0 z
p INV EL 416.20 (IN E) C1i
INV EL 416.18 (IN N) 0 "�
INV EL 416.05 (OUT S) z 2>'
z
U)
o
Z !�
LEGAL DESCRIPTION EX51EL 5924.13
THAT PORTION OF NW %SEC. 3, INV EL = 416.03 (IN S) rPl
TOWNSHIP 23N, RANGE 5E INV EL = 415.93 (IN N)
DESCRIBED BY: INV EL = 415.63 (OUT W) 4�� 1y r- "1
LOT A OF KING COUNTY LOT LINE
ADJUSTMENT NUMBER 1085035, �� Di Z
APPROVED NOVEMBER 1 ,5, 1985
7 rsa ,d'w'
RECORDS OF KING COUNTY, WA SEWER AND ROADWAY PLAN
r
SCALE: 1" 20' Fmg 9
P.'I'�Ol'ED APPROVED i wf ��' >�aE
I I JAMES E. HAYNES, P.E.
37234 22nd Ave So
/
BY t l h /, 6 2 , 2 9 FEDERAL WAY, WA 98003 ry
I 5
Wwp i= _ 2 787
(253) 861 -6794 fv
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SCANNED ACT
- -- - _
rR"w"ALL #160 275 24
1
��
SANITARY SEWER NOTES AtdD SPECIFICATIONS'
1. ALL WORK MATERIALS SHALL BE IN'CONFORMANCE V1lITH THE
STANDARDS AND SPECIFICATIONSOt= THE CITY OF RENTON AWD THE
LATEST EDITION `OFTHE WSDOT /APWA STANDARDS'AND
SPECIFICATIONS.
2. THE HOURS -0F WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO'8:30 AM TO 3:30 PM•ON 4VEEKQAYS UNLESS OTHERWISE
APPROVED'BY THE TRANSPORTATION QIVISION AT (425) 277 -6222. ALL
STREET CLQSURES; PRRTIAL OR FULL, SHALL BE APPROVE�T ' BYTHE
TRANSPORTATION DIVISION 24 HOURS FN ADVANCE. THE POl:ECE
DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS 1N ADVANCE.
3. ALL CONSTRUCTION SHALL �E 1N ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON. STATE CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR• NOTICE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL
BETHE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
QNSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
THE CITY OF RENTON.) ITSHALL BETHE CONTRACTOR'S:
RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24HOURS iN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR ISSOLELY RESPONSIBLE FOR THE MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY'OF
WORKERS AND OTHERS'ON THE CONSTRUCTION SITE.
7. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITSPRIOR TO ANY
CONSTRUCTION.
8. PLANS APPROVED. BY THE CITY OF RENTON; DEVELOPMENT
SERVICES DIVISION, .SHALL TAKE PRECEDENCE OVER ALL OTHER
' PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS INPROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE -CITY OF RENTON WITH AN
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS
BEEN STAMPED AND SIGNED BY A "LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 1
11. BACKFILL SHALL BE PLACED. EQUALLY ON BOTH SIDES OF THE PIPE
1N LAYERS WITH A LOOSEAVERAGE DEPTH OF 6 INCHES, MAXIMUM
DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95
PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS I!�UST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
THE SIDE OF THE TRENCH. MATERIALS. TO COMPLETE THE FILL OVER
PIPE SHALL BETHE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK
AND MECHANICALLY COMPACTED. CUTSdNTO THE EXISTING
ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE.
A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER
BACKFILL AND COMPACTION. A PERMANENT HOT MIX'PATCH SHALL
BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON
CURRENT STANDARDS.
13. DATUM SHALL BE PER CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED ARE,4S SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COPAPLETION OF CONSTRUCTION:
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6
INCHES ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS
50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
��sia -a�d9
IPROPERTY LINE
I � �� ,
r -a'• xix. s• -a^ 1 FUTURE
6 "BUILDING SEVER PIPE � I. BUILDING SEVER
? 2 "x 4 ".'STUD SERVICE: MARKER PAINT UPPER..
TEE V[TH 6" SIDE OUTLET ' -/ PORTION: WHFTE ANS' STENCIL. DN S1DC
I WARDING 'SEWER' WITH.3" HIGH BLACK LETTERS.
6" SIDE SEWERANDBUIIDMG SEWER w ( AND k6.'WIRE WRAPPED ARDUND'THE STUDAND.
ao I EXTENDED TO THE TOP OF THE.STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH. CAST
IRDNSADDLE SECURED TD .SEWER MAIN: WITHSTAINLESS STEEL HANDS
WHEN CDNNECTIHGNEV SIDE,SEWERS TO .EXISTING: MAIN. :
60" ALLOWABLE MAx. VITRIFIED CLAY; .PLAIN AND REINFORCED CONCRETE, �.O1P[PE AND CI
FOR CAST IRON PIPE PIPE SEWER MAINS ARc TU BE CORE DRILLED
DR DUCTILE IRON PIPE.
ICOVCRETE th '�1SNOaG
BLaCi(ING /� � � P G�$�pGK
GO zG ,x� ��oo�
s^ slot ourEEr rEE HORIZONTAL
s° wx SEWER MAIN
1EWER MAIN
CONCRETE HLOCK[NGANGLE ,
OF TEE AT .MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NDTE�
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE DR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
2 SIDE SEWER INSTALLATION
NO SCALE
;R.71T
SANITARY SEWER..MANHOLESSHALL HAVE.. ALL INTE
SURFACES, INCLUDING CHANNELING, COATED.(SEALI
WITH A HIGH SOLIDS URETHANE COATING,
WASSER MC CONSEAL pR APPROVED '.EQUAL;
COLOR OFCOATINGSHALL BE WHITEN
MORTAR
FILLET
I SANITARY MANHOLE DETAIL
NO SCALE
CASTING INLAND FDRY
OR:. EDUAL. PT. #714.
SEE DETAIL 5.1,4.
ADJUSTMENT (4 "MIN.)
CONE
MORTAR JOINTS
STEPS- 3/4' DEFORMED BAR
STEPS. SHALL BE.: INCLUDED
CONCRETE RISER �BY PIPE -INC.,
OR. APPROVED EQUAL.
MAX. PIPES SIZE - 21" I.D.
LADDER -STD: ALUMINUM
OR .GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
- -" 3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1 /B"
O �.:
D' yr
q� ❑`o a
❑�❑ 1:.
RAISE -i/2"
VIDEBORDER _
1
Id•
9"
8-3 /x`
F I
�T'� :
z -� /a^ '
- ) -3 /�
_ ,s-
i.• -.
GASi IRON RING .AND COVER OQ, ;.,
b
PIPE MATERIALAS SPECIFIED
BY THE ENGINEER `
�__________�}T^
PLUG TD BE SEALED
�- IN SAME MANNER AS
- - -- � MAIN SEWER JOINTS.
.�
3 6 OR 8 CLEANOUT
NO SCA
NEW SSMH I
(DETAIL i)
NIV EL 41 20 (IN E)
fNV EL 416:18 {IN N)
� (NV EL 416.45 (OUT 5)I pR0
ACCESS .LINE
RIM EL � ROAD
426.1 5.0 `EXST GRADE
.�� �_ _
8u I � - - -��_ -
CLEANOUT I
DETAIL 3) I " ��
6 "SS 6 "SS ;FNV 416.56 NV 416.26 I
I INV 416.96 INV 416141 I
i
0.5% _� 155 LF 8 "PVC
PROP �
LINE --
2.6� � -47.9'
79.8
-140.5
� EXST 152.4/
MONUMENT � 170.4'
# 1803
• .1
SANITARY SEWER PROFILE
SCALE : I "= 20'HdRlz
I" = 5'VERT
EXST SSMH ,
RIM EL =424,13
INV EL•415.93'(IN N)
INV EL= 416.03'(IN S)
I INV EL =415.63 (OUT W)
P +430
+425
1
I I +420 �
7�
- 415
t 410
EXST 8'/ PVC
i 8 L.F
- .., �a.1_. 1.a14e,
'c eu ..... VNy1
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JAMES E. HAYNES, P.E.
37234 22nd Ave So
FEDERAL WAY, WA 98003
(253) 661 -6794
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LEGAL DESCRIPTION
THAT PORTION OF N1N' /. SEC. 3,
i ANNSHIP 23N, RANGE 5E
DESCRIBED BY:
LOT A OF KING COUNTY LOT LINE
ADJUSTMENT NUMBER 1085035,
APPROVED NOVEMBER 1p, 1985
RECORDS OF KING COUNTY, WA
Ww/„ -'47 2759
EXST
FIRE HY
EXST 8' GI.
—NE 23RD ST. �a� ►w
EXST CONC. MON I
IN CASE' 1
CITY OF RENTON
CONTROL
MONUMENT !1803
(3) NEW I" lk
WATER METER
10' EASEMENT TO
CITY OE RENTON
i
1
[ U
NEW 8' CLEANOUT
X SEE DETAIL 3, SH 2
kit RIM EL 426.1
50. '
184.99' N 670 41'4:5" W
NEW /a
WATER METER INV= 419+63
421.74
`F LOT 2 LOT 3
t�_� l(flS5 (MIN FF -ie�)
423.2 (MIN Ft= ���
a INV � 424.7
4zo.2o ess
` ED
1 `S a I2' - --
�11 SS
i LOT 4
NEW 6" (MIN FF -42a7�
CLEAN
w ' 2b' ACCESS RIM ELD426.5 424.6
^I CD NEW /q" ' UTILITIES IQ DETAIL a SH 2
u_I EASEMENT
:DATER EP _
p� L" METER ' (SEE ROADWAY DETAIL
3 1 3 1
_ �9LF LOT I LOT 5
S5 419.25 (MN FF 4445 MIN FF -4) 7
INV ( 423.
IINV - 418>18 420.65
W O _
QI ( X40 184.9q' N �° 41' 43° W
J
J J 8 "DETAL 10 PRIVATES SIDE
NEW SSMH
( 4 I t , SH 2 } SEWER EASEMENT
RIM EL 424.0
INV EL -416; (IN E) 418.67
I INV EL - 416,18- (IN N)418-65
INV EL - 416,05 (OUT 5)418.52
1
IEXS? SSMH
RIM EL = 924.13
INV EL o 416.03 (1N S)
INV EL = 415.93 (IN N)
INV EL = 415.63 (OUT W)
G
13' . 15
a
COMPACT J i' COMPACTED DEPTH
SUBGRADE 95% \ CL S ASPHALT CONCRETE
N- 6'COMPACTED DEPTH
'2,-
74-('/2-CRUSHED ROCK
ROADWAY SECTION ACCESS ROAD
NO SCALE
S�M42"ojftx 4F Qw
w-
Aft Aft A
SEWER AND ROADWAY PLAN
SCALE: 1" = 20'
7
ROLL 0 61 140
i
1>
Al
0 v ' % ° i /`
SCANNED 9CT - 81999 3 'CANNED DEC 1 ! A99 -
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N? J
SAAiiTARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONSOF THE CITY OF RENTON ANO THE
LATEST EDTIION OF THE WSDOT /APWA STANDARDS AND
SPECIFiCATiONS_
2. THE HOURS OF WORK IN THE STREET RIGHT -0F -WAY SHALL BE
Limon i nD Tv �:�v AM T ^u 3:30 PM ON WEEtmAYS UNLESS OTHERWISE
APPROVED BY THE TRANSPORTATION DM510N AT (425) 277222. ALL
STREET CLOSURES, PARTIAL OR FULL, SHALL. BE APPROVED BY THE
TRANSPORTATION DMSlON 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT, AND 9i 1 SHALL BE NOTIFIED 24
HvLJ'RS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE.IN ACCORDANCE WITH "STANDARD
SPECIFICATiONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION°
Pnune�nwc,.n aY W�eHiNGTON g-fATE CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4. ALL LOCA�iONS OF E7ti511iVG U�LiTIES SHOWN ARE APPROXIMATE
AND R SHALL BE THE CONTRACTOR'S RESPONSi81LTTY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE. '
5- A PRECONSTRUCTiON CONFERENCE AND A 24 HOUR NOTICE SHALL
BE REQUIRED PRIOR TO STARTS NEW CONSTRUCTION. R SHALL
BE THE CONTRACTOR'S RESPONSiBILffY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
THE CITY OF RENTONL)1T SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORi�RS AND OTHERS ON THE CONSTRUCTION SITE.
7- Tf SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET lip PJ+lD ANY OTHER RELATED PERMITS PRiGR TO ANY
CONSTRUCTION.
8. PLANS APPROVED BY THE CiTY OF RENTON, DEVELOPMENT
SERVICES DMSiON, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS -
9. A COPY OF THESE APPROVED ?'L. A�iB MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS !N PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WiTF1 AN
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS
BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE
IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM
DEPTH OF S INCHES, THOROUGHLY TAMPING EACH LAYER TO 95
PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIUC v`r I Tic PIPE vR T ^v
TI-+F SiDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER
PIPE SHALL BE THE SAME AS DESCRIBED.
42. vrra`v iu z rzuAD CROa�iNGS FOR UTILITY TRES�'!-IES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFiLLED WffH CRUSHED ROCK
AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING
ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE.
A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER
BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL
BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON
CURRENT STANDARDS.
13. DATUM SHALL BE PER CITY OF RENTON, U.S.C- AND G -S-
14. ALL DISTURBED AREAS SHALL BE SEE'.�ED AND MULCHED OR
OTHERWISE STABILIZED TO THE SAT.SFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER 7HE
COMPLETION OF CONSTRUCTION.
15. Ali PIPE AND APPURTENANCES SHALL BE LAID ON A PROPF_ RLY
rr¢PARFiT FOUNDATION iN ACCORDANCE WITH SECTION 7 -02.3(1) OF
THE CURRENT STATE OF WASHINGTON SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOLT.�ATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 1 HAT THE
ENTIRE LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORMLY
T;ci��E vivi iELDiNG BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6
INCHES ABOVE AND BELOW THE PIPE.
16. SPJVITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS
50.
17. iN UiViM'r3ROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS,
C,OVER'.1;!ST SLOPE iN ALL DiRECTiONS T O MATCH PAVING.
PR�ERTY LINE
I
> -o° "tx �6•�.• FUTURE
6" BUILDING S£V£R PFFL �!!LDl.� SEVER
I__ _ -_ __ ___ \__
= I ` 2"x s" STUD SERVICE MARKER PAINT UPPER
1 �-iEE VITH 6'• SIDE OUTLET -� P(42TTOIa VHIT£ AtIS $TE'lCIL Nu yAc
I DlI>ti •SEVER' VITH 3"HIGH BLACK LETTERS
� AND A6 VIRE VRAPPED AROUND TIE STUD AMD
6^ SIDE SEVER AND BOIL DING SEVER u
a � EXTENDED TO TIE T[IP � TIE STU0.
4
UNLESS OTNERVISE APPROVED BY THE CITY, MAKE TAP TNROUGf1 CASs
IRISI SADDLE SECURED TO EVER MAIN VITN STAINLESS STEEL BAND$
VltEw CONNECTING NEV SIDE SEVERS TO ExiSTING MAIM.
rrr60" ALLOVABLE MAK VITRIFIED CLAY, PLAIN AND REIIIFORCED C04KRETE DI PIPE AND CI
�FC42 CAST TgON PIPE PIPE SEVER MAINS ARE TO BE CORE DRILLED
(IR DUCT4LE IRON PIPE. ..�
�,.
035 molt � �
� V � �� `St v4•A'
G� n wx urrx
HORl2ON7AL
s' vN; arua rcc
a'+Y° SEVER MAIN SEVER MAIN
tONCItETE BLOCR4NG ANLLE
OF TEE AT MAIN OVER 25 TYPICAL SID£ SEVER ELEVATION
ELEVATlDy
nOTE=
UNLESS OTHERVISE SHDVN [R/ RAN. SIIIE SEVER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE GR 3 -5' LOVER THAN THE LOVEST HOUSE ELEVATIOI, VHItNEVER IS LOVER.
2 SIDE SEWER INSTAI I ATI(�N
NO SCALE
NOTE:
SAMTARY SEWER MANHOLES $HALL HAVE ALL 811E
SURFACES, INQUDING CHANtiEtBIG. COATED ISEALi
WITH A HIGH SOLD)S URETHANE COAnNG;
WASSER MC- CONSEAL OR APPROVED EQUAL
COLOR OF COATING SHALL � waB1E..
MORTAR
F4LLET
I I 1 SANITARY MANHOLE DETP,IL
u NO SCALE
•
CASTING INLAND FDRY
OR EQUAL. PT.B714
SEE DETa1L S.1.a.
ADJUSTMENT (s' MIN.)
CONE
MORTAR JOINTS
STEPS - 3/4' OEFORMF.D OAR
STEPS SHALL BE INCLUOaD
CONCRETE RISER UY PIPE INC.,
OR APPROVED EQUAL
MAX. PIPE SIZE - 2I" I.D.
IJ1ggFR -STD, AILMINLIM
OR GALVANIZED STEEL
..�..,,..�x sHe,.F
PRECnsT ensE s£cnoN
OR CAST IN SHELF.
6" GLEANOV'T
(DETAIL 3j
RIM EL �
426.1 SJ".�' 9A' EXST GRADE \
DETAIL
C
PROP
LINE
� EXST
MONUMENT
# 1803
2.6 �� ..,, -.�
3ls" SQUARES SPACED - 3/ <,.
AS 4NDTCA -+ED - HT.. x✓9"
Q
� C} n 9 r��"
a000❑
- CI 0 O �-
T
RAISE -1�"
wnE BoRnER
r
�r
� "� 11
Iyi� ✓�" r yr
�T"� z-�.e- ._
�..-
- 'n - -�
r -r -��
�,� -.,- ,.•y CLASS�3lXJ
�. -�.-
,�.. 8
f ?BER JO?NT
PACXING
s," ti+'9> BEND
m
C»S: IR.} R4 � g
O�
/jr, � �
PIPE MATER77�. AS SPECIFIED .✓ / �- -�
3Y THE £NG ?PEER
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