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I- ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT + 1, s ,� z
C U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY 1 1 C \� p ++. II °}�
i INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
�j CONSTRUCTION. STA 0 +83 i ._ - + E� 143 OBD (�
U W IE= 142.58 a
Z 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS '\ =I 4 00 1�+
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS �-'• `-(
AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATEL PERMITS PRIOR i0 ANY + ' \ 1 96' �I I SSMH 3, a 1 '-8"'P
CONSTRUCTION. o s z \ I `, •+ I+ '99 +I� +v.
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8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT + o(v
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER SCALE 1" = 20' I+ Cb MAIL TION
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WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
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A PORTION OF SW 1/4, NE 1/4 SECTION 8,
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TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
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SANITARY SEWER NOTES
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CITY OF RENTON. ICING COUNTY, WASHINGTON
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
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PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
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AND SPECIFICATIONS
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SHALL BE THE SAME AS DESCRIBED.
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
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SPECIFICATIONS.
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLI14E CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
PLACED WITHIN
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COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
70 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE
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73 DATUM SHALL BE CITY OF RENTON U S C AND G S
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LIMITED
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
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'0222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
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APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
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THE POLICE HOUR MEN T, FIRE DEPARTMENT AND 971 SHA BE
NOTIFIED 24 HOURS IN ADVANCE
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"STANDARD
RECNLE
RECPCLLE BINS
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3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
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STANDARD SPECIFICATIONS.
ALL LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE
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TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
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BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
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THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
STA 1 +01 -- 1
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I- ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT + 1, s ,� z
C U SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY 1 1 C \� p ++. II °}�
i INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
�j CONSTRUCTION. STA 0 +83 i ._ - + E� 143 OBD (�
U W IE= 142.58 a
Z 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS '\ =I 4 00 1�+
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS �-'• `-(
AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY CF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATEL PERMITS PRIOR i0 ANY + ' \ 1 96' �I I SSMH 3, a 1 '-8"'P
CONSTRUCTION. o s z \ I `, •+ I+ '99 +I� +v.
762
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT + o(v
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER SCALE 1" = 20' I+ Cb MAIL TION
0
PLANS. ,y �IET142.76
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n 9 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE STA 0 +46 I1 FIRST FL00R DECK 16
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WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
IE= 142.40 w
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_ + IE =767.0
C0�' C0�
IE =169.0 IE�111.00
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AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEENCO
=142.74
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CONC. DRI $
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STAMPED AND SIGNED BV A LICENSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
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EXISTING
TREES �\
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NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATON.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555
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11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
IE= 142.28 X
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6'• SEWER SEAZVICE Tt'P.
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PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAVE.^. TO
11
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959, OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
TO THE
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FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
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SHALL BE THE SAME AS DESCRIBED.
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12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
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1 0 74. 7 '. EXISTING TRiiES TO REMAIN
17
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
BE NEATLI14E CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
PLACED WITHIN
CONSTRUCT i R
E %IST. LINE
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\ §89'51'00 "�
SCREENED D STERS
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'1233 -25'1
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COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
70 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
& RECYCLE B
B IN INS
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73 DATUM SHALL BE CITY OF RENTON U S C AND G S
- --
a SANITARY SEWER MANHOLES
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR STA 1 +89 6.72' LT `
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT STA 0 +73 87' RT
s FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF SSMH #1 TYPE B -54" (PUBLIC) SSMH #3 TYPE II -48" (PRIVATE)
CONSTRUCTION. RIM = 146.5± (MATCH GROUND) NIV= 154.10 (8" IN) ® m
EXIST. INV= 142.09 (VERIFY) INV= 154.16 (6" IN) xo
T 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY NEW INV= 142.19 IN (E)
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF INV= 154.00 (OUT) oa
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
`�' E STA 0 +72, 6' LT STA 0 +88, 9' RT x rn
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ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND SSMH #2 TYPE II - -48" (PRIVATE) SSMH #4 TYPE II -48" (PRIVATE) 3a
` -5 BRIDGE CONSTRUCTION, THIS SHALL INCLUDE NECESSARY LEVELING RIM= 159.21 RIM= 179.10
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL INV= 150.10 (IN) INV= 170.16 (6" IN)
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING INV= 150.00 (OUT) INV= 170.00 (8" OUT) z
MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH THE
I PIPE WILL BE SUPPORTED ON A !UNIFORMLY DENSE UNYIELDING OF BASE. a / AND BELOW THE
PPE BEDDING SHALL BE
SEWER PIPE E GRAVEL SHALL BE POLYVINYL CHLORIDE (PVC) - - _- -__- `�, "o - - / _ "- - -i 160
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50.
UNIMPROVED
AND MAXIMUM 18 INCHE EXTEND MINIMUM
ABOVE FINISHED GRADE. IN PAVED INCHES
VED AREA,
v COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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UTIUTY UNES. IT'S COSTLY 13 PR j2r
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before you ,l
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E�TI&AN GG,1'9 R
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EXIST. UTILITIES' TO
ADD MEW -I ERPROUNDEb, TYP.
12' X120' co \
GARAdE IIE= 176.00 / a \ 0 7
%
0 �
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EXIS NG DEPRE DRIVEWAY APPROACH
REST ENCE STA 56 +38 (SUNSET BLVD. N.E.)
TO R MAIN 20'
= REMgDEL TO ��
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APPROACH
ELEV= 181.26 o
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SSMH 4 TYPE II -48"
5S > 0+ RT
h a RIM = 179.10
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INV -170.00 (6 (8' CUT)
NV 70.16
TONAL
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Of UNDERGROUND SERVICE (USA) Fi IFS 11/30 /9B
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NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
0 +00
1 +00
SANITARY SEWER PROFILE
GROUND UTIUTIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
1 " =20' HORT
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
1•' =5' VERT.
"
Z
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATON.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555
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0 +00
SANITARY SEWER PROFILE (SOUTH)
1 " =20' HORZ.
1 " =5' VERT.
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DATE
160 -_ -_ -. _._ _ _.
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§SMH 3 TYPE 2II -48''
.,+ 'LT
DATUM ELEV
v_1sa 1F IR" IN\ 1 1 150.00
1 +00
SANITARY SEWER PROFILE (ACCESS ROAD)
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A PORTION OF SW 1/4, NE 1/4 SECTION 8,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
CITY OF RENTON. KING COUNTY, WASHINGTON
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SERVICES DINSION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
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CO
142.78
i. ALL WORK MATERIALS SHALL DE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
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9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION !S IN PROGRESS.
AN
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FIRST FLOOR DECKS
BIIILDING� #2
SD
1 6 I, CO ':}
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LATEST EDITON OF THE WSDOT /APWA STANDARDS AND
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2. THE HOURS CF WORK IN THE STREET RIGHT OF WAY SHALL BE
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_____ __ _ _ __ __ ___ _____ ___ __ __ __ _____ _____.
S5M
PREPARED EOUNDAnON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
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LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTAnON DIVISION AT 277-
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SSMH//1 (PUBLIC
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL DE
APPROVED BY THE TRANSPORTAnON DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FlRE DEPARTMENT AND 911 SHALL BE
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SCREENED - 5
,�
CONC. PATOS
CONSTRUCT OVER
EXIST. LINE \
$89'51'00 "E
233.25'
NOnFlED ?4 HOURS IN ADVANCE.
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DUMPS,TERS
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SCREENED DUMRSTERS
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& RECYf,LE BINS 7
_______ _____
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3. ALL CONSTRUCTION S�.ALL BE IN ACCORDANCE WITH "STANDARD
SPECIFlCATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTON"
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PREPARED 8Y WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, FATEST EDITION (APWA) AND 1HE CITY OF RENTON
STANDARD SPECIFlCAnONS
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4. ALL LOCAnONS OF EXISTING UTILITIES SHOWN ARE APPROXIA!A TE
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TRUE AND CORRECT LOCAnON SO AS TO AVOID DAMAGE OR
DISTURBANCE
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tE= 166.00 IE= 169.00 (1) CAR
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IE= 174.00
RUBBER GASKE TED ASTM 3034, SDR 35, OR DUCTILE IRON 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXI6IUM 18 INCH ABOVE FINISHED GRADE. IN PAVED 4REA,
z
�_ A PRE- CONSTRUCTON CONFERENCE AND A 24 HOUR NOTICE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE TO
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CONTRACTORS RESPONSIBILITY SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE
ACCOMPLISHED 8Y A REPRESENTAnVE OF THE CITY OF RENTON ). IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOn FY THE CITY
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INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
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6. CON TR 4CTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS
STA 0 +83 � - - - k
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ANG SEQUENCES OF CONSTRUCTON AND FOR THE SAFETY OF WORKERS
AND OTHERS ON THE CONSTRUCTION SITE.
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7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRICTION.
8 PLANS APPROVED BY THE CITY OF RENTON DEVELOPMENT
A �-
96. �'
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SCALE 1" = 20' I � MAILS nON
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SERVICES DINSION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
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142.78
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9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION !S IN PROGRESS.
AN
STA 0 +46 u` � '
IE= 142.40 '� I I
75 �
FIRST FLOOR DECKS
BIIILDING� #2
SD
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{q ' IE= 167.1)0 IE 169 00 IE= 171.00
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10. THE CONTRACTOR SHALL PROVIDE THE CITY OF REN TON WITH
AS BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN
- :�_ �� �F.0 5;:, .�.; .," � �:,�vSED PROFESSIONAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
1
/�
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STA 0
CO
�IE= 142.74
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bb 'GONG. DRI S
;WALKS, S IRS EYISnNG
� & LANDIN S, TYP. .TREES
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t. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
': AXIA!,.M DEP?H OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO
9 °`7" OF MAXIMUM DENSITY. THESE COMPACTS.^. LAYERS MUST EXTEND
FOR THE OR TO THE
+26 c�
IE= 142.26 X I
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6" SEWER SERVICE TVP.
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� _ 14C �� 16C EM
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ONE PIPE DIAMETER ON EACH SIDE OF PIPE
SIDE OF THE TRENCH_ MATERIALS TO COMPLETE THE FILL OVER PIPE
SHALL BE THE SAME AS DESCRIBED-
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CO E
t �IE 15400 I
_____ __ _ _ __ __ ___ _____ ___ __ __ __ _____ _____.
S5M
PREPARED EOUNDAnON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
`7 �� c a
° �'
-2. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTNG
TP,AVELED ROADWAY BE BACKFILLEC WITH CRUSHED ROCK AND
0
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33 -• -6" PVC ®8-48, PRIVATE
STA O +i7 $�7- �8�Pu[ 11.53
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SHALL
MECHANICALLY COMPACTED. CUTS INTO THE EXISTNG ASPHALT SHALL
SSMH//1 (PUBLIC
IE= 140.70
0 +74.27 �. EXISTNG TREES TO REMAIN
STA 0 +88, 9' RT
SSMH //4 TYPE II -48" (PRIVATE)
9E NEATLINE CUT WITH SAW IN A CONTINUOUS LINE- A TEMPORARY
CONSTRUCT OVER
EXIST. LINE \
$89'51'00 "E
233.25'
-
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MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN
\
SCREENED DUMRSTERS
RIM= 1-71+A ! O•SI
INV =7�B�5 (6" IN) 1']1.06
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%O DAYS AND SHALL BE PFR CITY OF RENTON CURRENT STANDARDS.
T A B' C'TY OF RENTON S C AND G S
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&RECYCLE BINS
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3. DA uM sH LL � � u... �
SANITARY SEWER MANHOLES
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EXISTING ( -
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14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
STA 0 +73 87' RT
STA 1 +89 6.72' LT
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QfUPE
..'AS H�l
-
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREYENTIOP, OF ONSITE EROSION AFTER THE COMPLETION OF
SSMH g1 TYPE B -54" (PUBLIC)
SSMH q3 TYPE II -48" (PRIVATE)
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CONSTRUCTON.
'S. A_. PPE AND APPI:RTENANCES SHALL BE LAID ON A PROPERLY
RIM = x45-5+ (MATCH GROUND) 141.$3
ExlsT. INV- ;1.;_ -a9 (vERIFY)141.98
I NEW INV= ;- }�191N (E) 14Z. 1$
RIM= i64i -S (6S•I$
INV }54:4A (8" IN)I SS.o$
INV- x54-;5 (s" IN)f 55.13
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PREPARED EOUNDAnON IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
INV= 7�54cB0 (OUT) I$¢, 9i
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THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
STATE OF WASHINGTOIJ STANDARD SPECIFICATIONS FOR ROAD AND
I
j STA 0 +72, 6' LT
SSMH p2 TYPE 0 -ae" (PRIVATE)
STA 0 +88, 9' RT
SSMH //4 TYPE II -48" (PRIVATE)
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3¢
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BRIDGE CONSTRUCTION. THIS SHALL INCLUGE NECESSARY LEVELING
OF 'HE ?BENCH BOTTOM OR THE TOP OF THE FOUI:DAnON MATERIAL
RIM= i59rP? 161.56
INV= 1 -y2=r0 (IN) 152.36
RIM= 1-71+A ! O•SI
INV =7�B�5 (6" IN) 1']1.06
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A`'47iTH�i(�'Q�i�`T(O��Q��
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AS +MOLL A.S PLACEMENT ANG COMPACTION OF REQUIRED BEDDING
MAT: RIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE
INV = 358.80 (OUT) 152.21
INV= F79-8B (8" OUT) 170.86
¢
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FIELD, COY!¢�ITIONS AyS -.�F 1'}�(�
PIPE fJIL 9E SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
PIPE BEDDING SHALL BE PEA GP.A VEL 6" ABOVE AND BELOW THE
PIPE.
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WILLIANTSHUPE H6LNIBERG PLS ti33?
'160
i6. SANITARY SEAR PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
CLASS
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03
H 170
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RUBBER GASKE TED ASTM 3034, SDR 35, OR DUCTILE IRON 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXI6IUM 18 INCH ABOVE FINISHED GRADE. IN PAVED 4REA,
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EXISTING GROUND -� � /
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COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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EXISTNG GROUND
-
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I � i01C 'TYING UNDERGROUND
IT IVES 'rs cosTLY SYI.UPE
�Q,�`w oe wASy�
Call NF °
a h. 2 �
before ;O�! � � �;I��¢p
� 3 � 3 3 ^ ®�[� �11332� q' txl� Nv =+�,� ivtnlr Tr iYI.1✓s
> > > > r J I � IsTEtiZ 1� NEw INV= 1 -E2-49 w (E) /4Z -I$
:., w � J :n SIONAL �'
2 0 o v o o �_ � ?- 800 - 424 -5555 DATUM ELEV
z z Z '^ C EXPIRES 11/30/90 135 00
q u w 5 3 '�DERGRDUND SERVICE (USA)
D K C � fY
W O O O O O Z
`�' " _' " NOTE:
W_
y U U U U Q
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v � a _Y..ST -NG JTIL`! '_OCF'IONS SHOWN HEREON ARE APP ROXIM *r OE.! ' 0 \ 1 +00
- ,SHALL BE THE coNTRecrDR s PESPONSIBUTY ro DErERMINL `HE SANITARY SEWER PROFILE
� ° ExACT vERncAL. AND HORIZON *A� LocAnoN of ALL ExlsnNC uNDFR-
� GROUND U i'TIE `_ PRIOR TO COMMENCING CONSTRUCTION. NO
� � w � REFRESEM1 HTION IS MADE THAT ALt EXtSTI!VG UnL TES oRE SHOWN 1 =20� HORZ_
�' -' �= - - - --_ 'HE FNGINFEP ASSJ MES NG RESPON SIBI�;TY =0R .,' -,ES � =S VERY_
.,,- SHCWM1 �k JTILI-'ES NOT SHOWN IN THEIR PROPEr �GCk TION.
- sA� BEFO == You mc, - 6GO- 4z4 -ssss WwP -.r7 2j�2
�-- �1�.(Q z -
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AS
12C
CO
IE= 176.00
UPP 5 CONC. SI�WALI(
CON CURB &GUTTER
FRONDS STREET
�/ � IMP(jOVEMENTS
PER GTY REWIR ENTS
EXISTING / &STANDARDS
RESIDENCE 22'
70 REMAIN
REMODEL TO
UNIT g �] � � �Q
GO EMOVE _ - -
IE= 178.50 ! GRAVEL % � _ _ - -
DRIVE _ Q.
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NEW o 02 - -- -
t �,�
t
X 20' � to _.,. ,.. __. _. -
AGE �
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(� �\ i
�, - �� P9
POLE TO'B€ REMOVED.
AILS O �� � �, \ \ � � EXIST. UTILITIES- TO
ADD tJEW 7 `� 1WDERGROUNDED. TYP.
12' X 20' CO � _
GARAGE E= 176.00 / \ \ \ \ J
EXISTING � DEPRE ' DRIVEWAY APPROACH
RESIDENCE 2p, � � � STA 56 +38 (SUNSET BLVD. N.E.J
TO REMAIN �
= REA40DEL TO � � _
RT UNIT k �$ � � \ �.,_ -
lL i �\ to
+ /
� � TBM � I \ � � \�� � � DEPRESSED a
I � � T / � DRIVEWAY
L- - - i RB /C ,� � � � \ a Im � APPROACH o
I ELEV= 181.26 r p = 02'ai tY I{
r llt R = 985.37' + �1 "- z
ExISnNG I /
RE- SN3EN£E r _ r L - 44.64 �1 � �
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v s ��
a `�
.80m � - __ -. _. _._ - - -__ __._ _- ____.___ -.__ -. __ _ -'t60
N �
'` 6
- 1 - _ _ _ _ � - _ ___.._ - � - - -__. -
a°
'SS.o$
tss l3
s4. 93
RIM= 159:2fi !61.56
INV= 3$Bi:9 IN) 152.36
wv- 130k90 �our)rsz.21
DATUM ELEV
145 00
O +OC
SANITARY SEWER PROFILE (SOUTH
1 " =20' HOR Z.
1' =rJ' VERY_
SSMH - e TYPE i1 -48°
S RT
RIM =moo /805!
INV - - + -8 (6� IN) = 7 / -O(>
-(1 iNV =' -moo (8' OUT) 170.86
g3��g�P
�k>�
Ge ,
e
LQO � -4 �_,®,�,�, ,
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SSMH 3 TYPE II 48" - =�- +��7v'a .....- �. b .w..
SiA 1 +�b-J� LT .t -..-.. _
RIM _ DATiJM F.I.EV
INV- 734<+b (6° IN) /S$,OS 15000
INV= :5+-:6 (8" IN) /55.13 c P
:N•. =>•54sa ouT) /6¢.93 ^
m
I
2 +00 i +00 0 +00
SA117T_ARY SEKE'R PROFILE' (ACCESS ROAD)
. " =20' HORZ.
1 " -�' VERY_
� � . - . , r SCANNED MAY 5 1999 /J-� . � -27 � =o i SCAtvNED SEP 19 [u�c
8 /
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��
r - - - - -�
EXISTING ( -
��
/
,
� R`cSIDENCE �'
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L - _ _ - _ J
AS
12C
CO
IE= 176.00
UPP 5 CONC. SI�WALI(
CON CURB &GUTTER
FRONDS STREET
�/ � IMP(jOVEMENTS
PER GTY REWIR ENTS
EXISTING / &STANDARDS
RESIDENCE 22'
70 REMAIN
REMODEL TO
UNIT g �] � � �Q
GO EMOVE _ - -
IE= 178.50 ! GRAVEL % � _ _ - -
DRIVE _ Q.
h
O
NEW o 02 - -- -
t �,�
t
X 20' � to _.,. ,.. __. _. -
AGE �
t - _ _ �..
N
�� !t � ��_
(� �\ i
�, - �� P9
POLE TO'B€ REMOVED.
AILS O �� � �, \ \ � � EXIST. UTILITIES- TO
ADD tJEW 7 `� 1WDERGROUNDED. TYP.
12' X 20' CO � _
GARAGE E= 176.00 / \ \ \ \ J
EXISTING � DEPRE ' DRIVEWAY APPROACH
RESIDENCE 2p, � � � STA 56 +38 (SUNSET BLVD. N.E.J
TO REMAIN �
= REA40DEL TO � � _
RT UNIT k �$ � � \ �.,_ -
lL i �\ to
+ /
� � TBM � I \ � � \�� � � DEPRESSED a
I � � T / � DRIVEWAY
L- - - i RB /C ,� � � � \ a Im � APPROACH o
I ELEV= 181.26 r p = 02'ai tY I{
r llt R = 985.37' + �1 "- z
ExISnNG I /
RE- SN3EN£E r _ r L - 44.64 �1 � �
I I
o � u
¢ ! rn
- o - - - -J z
.. � � ����' i �
v s ��
a `�
.80m � - __ -. _. _._ - - -__ __._ _- ____.___ -.__ -. __ _ -'t60
N �
'` 6
- 1 - _ _ _ _ � - _ ___.._ - � - - -__. -
a°
'SS.o$
tss l3
s4. 93
RIM= 159:2fi !61.56
INV= 3$Bi:9 IN) 152.36
wv- 130k90 �our)rsz.21
DATUM ELEV
145 00
O +OC
SANITARY SEWER PROFILE (SOUTH
1 " =20' HOR Z.
1' =rJ' VERY_
SSMH - e TYPE i1 -48°
S RT
RIM =moo /805!
INV - - + -8 (6� IN) = 7 / -O(>
-(1 iNV =' -moo (8' OUT) 170.86
g3��g�P
�k>�
Ge ,
e
LQO � -4 �_,®,�,�, ,
- ��
-
SSMH 3 TYPE II 48" - =�- +��7v'a .....- �. b .w..
SiA 1 +�b-J� LT .t -..-.. _
RIM _ DATiJM F.I.EV
INV- 734<+b (6° IN) /S$,OS 15000
INV= :5+-:6 (8" IN) /55.13 c P
:N•. =>•54sa ouT) /6¢.93 ^
m
I
2 +00 i +00 0 +00
SA117T_ARY SEKE'R PROFILE' (ACCESS ROAD)
. " =20' HORZ.
1 " -�' VERY_
� � . - . , r SCANNED MAY 5 1999 /J-� . � -27 � =o i SCAtvNED SEP 19 [u�c
8 /
® � �..