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N OF NE 1 4 OE THE NE 1 4 OE SECTION 16 TWP. 23N.R GE 5E. W. M.)
CITY OE RENTON KING COUNTY WASHINGTION
A PORTIO
t.it1[tt Specifications ALL 3rj' TURNS SHALL BE AGCOMf LISHED ____.
BY MEANS OFA WYE AND $5° BEND. TWG I
45' BENDS SHALL NOT BE ACCEPTABLE.
4" BEND AS REQUIRED (NO MORE � WATER PLAN GENERAL NOTES Standard Plan No.. 300
THAN 45' BEND), EVERY 2ND ` 4" CLEANOUT WYE 'WITH /
Sanitary Sewer Notes and Specifications CHANGE IN DIRECTION OR GRADE � 4 ,° 86ZANDPLUG. � _�� 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS
' ) LIMITS OF PIPE ZONE WILL REQUIRE A SURFACE
IV (SEE NOTE TE I ;'- _ CLEANOUT WYE. I
THESE NATES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS LATEST EDRKX+i AS
�, _. __.. E_.__._. _.._. .. ..... ............
.; r _ ._ . -. ______.._._..._-_-.____ _ z `z I _ ( AMENDED BY THE CiTY OF RENTON. A SET OF CRY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
' - ( IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
1. All work and work material shall be in conformance with the standards and specificationsV-0-
A:/ AND OR DEVELOPER SHAL_I. BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
/ HOUSE ci ) HOUSE 1 Hr�IJSE t� HGl#sE
of the City of Renton Planning/Building/Public Works Department and the latest edition [
rz i ( 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
Xv °
of the WSDOT/APWA Standards and Specifications, as approved and modified by the BEDDING MATERIAL FOR ;- �v
I i CALL 1-800-4245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
City of Renton in the Renton Standard Plans & Specifications. A set of approved plans SANITARY SEWER PIPE � !� � � ! % �
0 . D . O F PIPE: - - - - ------- --- - - -- ---- -�
shall be kept on site at all times during construction. SEE NOTE - t --�-- 4" SEWER PIPE
P ' \ j, ; E -4" SURFACE (TYPICAL)
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
a. SURFACE CLEAN ;
,"' \ N. , CLEANOUT 4" SEWER. PIPE, SEE NOTES 2 "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF RENTON PRIOR TO BRINGING ANY
y, /� / s"X 6"xs'� W°'F j �'� WYE 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR
2, The hours of work in the street right of way shall be r Ci specifications On weekdays FOUNDATION EE�i"�i (SEE STD LAN - 407j� % PLUG FACE IJP OTHER THAN SINGLE FAMILY Is o" MATERIALS ON-SRE.
9 y per City Pe y f �i,' LLA CLEANOUT
unless otherwise approved in writing by the Planning/Building/Public Works Department, ti �� (TYPICAL)
PROPERTY UNE 'NYE WITH PLUG` PROPERTY UNE
An approved traffic control plan must be obtained prior to beginning any work within �--� �- --- ._ ' MIN. I 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS S2 PER AWWA C 151 AND C
PP P P ,._ 6"), 4" REDUCER 0
public right Of way, z r z (TYPICAL; z 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
� %�I
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WRIT 6 -MIL. BLACK, TUBE -TYPE,
BEDDING FOR SANITARY SEWER PIECE MAIN SEWER LINE
3. All locations of existing utilities shown are approximate and it shall be the contractor's POLYETHYLENE PLASTIC PER AWWA 0105 STANDARDS.
responsibility to verify the true and correct location so as to avoid damage or N0TUS:
1. Prior to irsta€lation of a sanitary sewer ; or,re t'wn, a s de -sewer S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS
disturbance. -"- z f iF THE BUILDING SEWER SERVE a ANY FIXTURE HAVING perp-iit must be purchased from the City of Rerton Public works AND 48 INCHES FOR PiPE DIAMETER, OF 124NCH AND LARGER. MAXIMUM COVER FOR ALL WATER MANS SHALL BE 60 INCHES.
xd ELciOO LEVEE. RIMS LOCATED BELOW TatE ELEVATION Department, ANY DEVIATIONS MUST BE APPROVED BY THE CRY OF RENTON PRIOR TO CONSTRUCTION, WHERE UTILITY CONFLICT'S OCCUR,
n OF THE NEXT UPSTREAM MANHOLE COVER OF THE
4. A pre -construction conference and a 24 hour notice shall be required prior to starting v PUBLIC SEVER :SYSTEM, A BACKFLOW PREVENTION 2. Types of pipe and fittings that can be used sonitzry sewers THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
z DEVICE SUCH As CLEAN CHECK EXTENDABLE" p f PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SOLE OF PIPE USED. ALL TRENCH
U �.
shall be approved by the Department o utl c Works. P.ubber or
new construction.. It shall be the contractor's responsibility to secure all necessary _ BACKWATER VALVE OR APPROVED EQUAL SHALT_ BE
NOTES: ' �. INSTALLEt. neoprene gaskets as specified by the manufacturer, shall be BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
permits prior to starting construction. (Inspection will be accomplished by a 1 m used on Joints.
r- `
\\-4" FLEXIBLE COUPLING (FERNCC JR EQUAL), METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDO IN UNPAVED
representative of the City of Renton.) It shall be the contractors responsibility to notify 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. z Of 3. A rninirnum grade o€ 2% (1/4" per toot' must be mointained AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD.
the Public Works inspector 24 hours in advance of backfilling all construction. j 1 with 4" e. in the event a 27 rade ronrc� be ma rtaired, the
Pe g 2. HADD TAMP UNDER HAUNCHES. _ sURrAt IEEANC?UT �'.p g
z V^ ` 4"x "'x4" WYE
owner must sign a City of menton grade relea � tc.-m and then
- 4" PIP
can install 6" pipe at a grade of 'X 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CRY OF
5. Contractor is solely responsible for the means, methods and sequences of construction 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY PIPING RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORQONTALBENDS, FITTINGS
OVER PIPE. ONLY. PLAN 4. For inspection of side sewer, .:gal! �� hours r ad.ance. "'�e
and for the safety of workers and others on the construction site. HAND TAMP BUILDING DRAIN FOR inspection phone numbers on the s,ce sewer cerrmt. Site AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL X* TS IN ADDITION TO
:-QVv ELEVATION HOUSE must be ready for inspecU,)n and representa.,ve on site when CONCRETE BLOCKING.
4. PIPE INSTALLATION SHALL. BE PER SECTION 7-08 OF THE inspector arrives at appointed time. S de sewer Clic stub shall
6. It shall be the responsibility of the contractor to obtain street use and any other related STANDARD SPECIFICATIONS, be tested per City specifications Make the connection at tI;e
house. Do not backfill the ditch urt:i appro�oi ,s giver: by the 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
permits prior to any construction. T € 5 p- pp
I MAIN 0 PROPERTY UNE 5 0ins actor. Final approval will be grunted 'ter the existing septic
5. PIPE ZONE MATERIAL SHALL BE GRAVEL BACKFILL FOR DRAIN_; PROPERTY _INE FROM THE HOUSE BUILDING DRAIN, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
tank has been pumped nut and .,ied w",n said
AS SPECIFIED IN THE AGGREGATES SECTION OF THE=. STANDARD SIDE SEWER BUILDING SEWER z - , ;'i' SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
7. Plans approved by the City of Renton, Public Works Department shall take precedence SPECIFICATIONS OR. PEA GRAVEL. � � S--0"MIPt. I } U 3 g 5- Install side sewer with 2* m"nimum -_over. 18" cover is allowed CORPORATION STOPS, SLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
! at the house " outlet. is shallow. CONNECTION SHALL BE MADE BETWEEN THE NEW MAiN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAiN UNTIL
over all other plans..
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW �, _ -ti THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
LINE IS MAINTAINED. 6. if side sewer stub is not avadoole. The owner sham be
I �t responsible for its installation, per stor:dard drawing 406.1. All
8. A copy of these approved plans must be on the job site whenever construction is in
7, TRENCH WIDTH SHALL BE PER SECTION 2-fJ9.4 OF i HE v� C , z m a> �� X A T work within street right-of-way sho€ be care by a icensed and
o rt p z "„ ^� ? T z bonded contractor. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
progress. STANDARD SPECIFICATIONS. z m2.1 x �' 'n o X PRESSURE WITH A MMIIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF S PSN PRESSURE DROP DURING
m� �zc r?rn A �' . All work shall be accomplished in occcrdonce with the Washington
m r �, o ` r' z ; > 7' n THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
9, The contractor shall provide the City of Renton with an as -built drawing of the sanitary r
0,;3 r _ x Industrial Safety and Health Act. (wlsHA
Z m ; T, ' T �; AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
sewer system which has been stamped and signed by a licensed professional engineer a Z r fl All trench restaretion F�,r side sewers in t e pu�€it right-of-way
_ r A p ➢ C, ,EJ
T C, ? trench rest ret on
Or licensed professional surveyor. T o - Z m' z shall conform to the most current
p y m C, reauirernents as in the Penton, Standard Drawings 9. THE CONTRACTOR SHALL NOTIFY THE CiTY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
��a z z
DAYS PRIM TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
10, Backfill shall be placed equally on both sides of the pipe in layers with a loose average o rn z 1 `3. All building sewer and side sewers shall. nave Deeding i-MAINAND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
x n 6, o accordance with standard drawing 405.
depth of 6 inches maximum depth of 8 inches thoroughly tamping each layer to 95 > -a m THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE AND
t , "p 10. There shell be a rr,inir ,am 10 too*. horizcntai separation between ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTIOK TO THE EXISTING WATER SYSTEM. THE
percent of maximum density. These compacted layers must extend for one pipe � rq sanitary side sewers and water services and n lrimum 5 +oat CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLACKING, AND COMPLETE SURFACE RESTORATION.
r horizontal separation between sanitary side sewers and gil other
diameter on each side of the pipe or to the side of the trench. Materials to complete thern > Utilities.
fill over pipe shall be the same as described. ;ALN_ FOR LOCATIONS BEFORE i0DIG
48HR LOCATORS 1-800-424-5555
11. Open cut road crossings for utility trenches on existing traveled roadway shall be
backfilled with crushed rock and mechanically compacted unless otherwise approved by STD PIAN- 300 0
4 STD. PLAN -- 405 TYPICAL BUILDING SEWER STD• PLAN - 406•2
c"> PIPE BEDDING --- PUBLIC WORKS E T ---------------------- ---- - -- -- . ry- +�C 13 iC �hUE��•;:: WATER P�..API hC'TE�
t PUBLIC CORKS ___.____.______ ___.__.____________ _ __ _ * j FROM PROPERTY LIN O
+ -- -x Lf,I' trfl�,N I I
DEPARTMENT FOR SANITARY SEWERS'
DEPARTMENT BUILDING CONNECTION I "
SEPTEMBER 2012I �I?C,IT 2010
OCTOBER 2012` f
Utility Specifications Specifications
Water Utility Notes and Specifications
PROPERTY LINE
----RECESSED THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
LIFT POCKET
a - ----� FUTURE 1. All work material shall be in conformance with the standards and specifications of the
6" BUILDING SEWER /PIPE -I BUILDING SEWER 2'-O"
._.._ _._.. � --� --. Via" -"- 11 N.C. SOCKET HD 2 A. C. .�._...._.,_,____City of Renton Planning/Building/Public Works Department and the latest edition of the
12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for - SCREW 1 Y4" LONG
__ 1� j WSDOT/APWA Standards and Specifications, as approved and modified by the City of
\-TEE�,.• (BRONZE OR s.s.) Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise z - 2% 4" STUD MARKING POST PAINTED Imo� � Renton in the Renton Standard Plans &Specifications, A set of approved plans shall be
WITH 6" SIDE OUTLET -' '-6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED �KA approved by the City of Renton Public Works Department. Reference benchmark andSURFACE CLEANOUT WITH ,,, � 8':"`M kept on site at all times during construction.
ry CAST IRON RING & COVER IN � HIGH BLACK LETTERS AND #6 WIRE i' �U,x 2" RAISED PADS
elevations are noted on the plans.w WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. I .•. 1� -
297.5 OR APPROVED EQUAL, � � � � , ,� -� � � 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on
SPECIFY "SEWER" ON LIDOR (" \ I weekdays unless otherwise approved in writing by the Public Works Department at
13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the SEE STD. PLAN 4fJ3.1 FOR rte`. f
6" SIDE SEWER AND BUILDING SEWER `� �` 8„ L,ONCRETE
satisfaction of the Department for the prevention of on-site erosion after the completion INSTALLATION) _ _ - CLASS 3000 i \- SAND OR (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24
of construction. �, EXPANDABLE hours in advance of any work in the right of way.
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN � FOAM
14. All pipe and appurtenances shall be laid on a properly prepared foundation in UNITS ARE As FOLLOWS: 12 12 y4„ I 3. All locations of existing utilities shown are approximate and it shall be the contractor's
accordance with the standards and specifications of the City of Renton A. VITRIFfED CLAY MAIN - UT IN AES USING SECTION
SEWER MAIN WITH 14 �-WATER TIGHT responsibility to verify the true and correct location so as to avoid damage or
���
Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA (FERNCQ OR APPROVED EQUAL)"f�„ j disturbance. For utility locates call 48-hour locators 800-424-5555.
Standards and Specifications, as approved and modified by the City of Renton in the B. CONCRETE MAIN -- CECT IN A NEW SECTION OF SEWER MAIN WITH „
Renton Standard Plans & Specifications. This shall include necessary leveling of the A NEW TEE USING FLEXIBLE COUPLINGS -- . - _r 4. An roved Traffic Control Plan is required to be submitted at the Pre -Construction
P rY 9 � � - � � �° c1 /s} BEND --�,� PP
trench bottom or the top of the foundation material as well as placement and (PERNCO OR APPROVED EQUAL). " g.
�•. meetin
compaction of required bedding material to uniform grade so that the entire length of c. PVC MAIN - CORE -DRILLED WITH A RQMAc SADDLE (0R APPROVED „ '"
' EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. 1 Y4. f4 {
the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be ,j�„ �� ti ' 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
pea gravel 6 inches above and below the pipe. D. DUCTILE IRON MAIN - CORE-DRILLED
IITH A ROMAC SADDLE (OR 1 r „ � `�� Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
�- �`� � approved by the City of Renton Public Works Department. Reference benchmark and
15. Sanitarysewer pipe shall bepolyvinyl chloride PVC rubber asketed ASTM D 3034, E. MANHOLE CONNECTION - ALL CONNECTIONS 10 MANHOLES SHALL BE I 2" elevations are Hated on the fans.
P P (PVC) 9 AT MANUFACTURED KNOCK -OUTS OR THE ----__-__ ----- P
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. STRUCTURE SHALL BE CORE -DRILLED. I� [
12 y4'{:. E. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110
16. In unimproved areas manhole to extend minimum 6 inches and maximum 12 inches r- 60 ALLOWABLE MAX. and C111 or latest revision thickness Class 52. Cement mortar linin and seal coating
P J FOR CAST IRON PIPE 14" GJ 9 9
above finished grade or must have minimum 2' diameter concrete ring poured at grade. OR DUCTILE IRON PIPE.,�� ��.� shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical
In paved area, cover must slope in all directions to match paving.: MIX'S' /TMST !ROH RING AND r'O�fER joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene
�� G�C� - �` Q PIPE MATERIAL AS SPECIFIED wrapped per ANSI/AWWA C105/A21.5-93 Standards.
S 384502
CONCRETE P p _J BY THE ENGINEER PPI'-
BLOCKING P�c� �.</
2% MIN SLOPE 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on
_ plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in
7
71
HORIZONTAL � �`
s SIDE OUTLET TEE accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
-SEWER I and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
6„ MIN. MAIN SEWER MAIN .� C110 -A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter
•
��__ fittings, which have mechanical joints and/or flanged joints, shall be in accordance with
OF TEE
-
TE BLOCKING ANGLE 45�� /a} BEND TYPICAL SIDE SEWER ELEVATION ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and 384509
TE AT MAIN OVER ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical
ELEVATION NOTES: joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with
1. 8" AND 6" CLEA.NOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing
NOTE: No. 3698 OR EQUAL. CLEAN OLIT SHALL BE A, WATER TIGHT ASSEMBLY. in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner.
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER 2. IN UNIMPROVED AREAS, PQI.JR A V-0" THICK, 2'-0" SQUARE
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging
device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509).
071�1,
BTD. PLAN - 409.1
r:
PUBLIC WORKS 8 CRR 6 INCH GLEAM -OUT CHECK FOR COMPLIANCE TO CITY STANDARDS
STANDARD SIDE SEWER STD• PLAN -- 405.1 DEPARTMENT I FOR SANITARY SEWER MAINS'►PUBLIC WORKS DEPARTMENT INSTALLATION SEPTEMBER 2011
z(SEWER MAIN TO PROPERTY LINE) JANUARY 2015
384502
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
LD
ENGINEERING, LLC
LAND DEVELOPMENT & GEOTECHNICAL SERVICES
105 Harvard Ave E, Suite #106, Seattle WA 98102
phone 206.412.6660
email LDENGINEERINGLLCOgmail.com
'�Y' D I FRS' V �I
4�Q' � of wAsy/ly
N
37862
�o1sTE�°
�ONAL ��
2 ^PER COR REVIEW DATED 5/14/15
� 1 PER COR REVIEW DATED 3/27/15
5/20/15 NO. REVISION
SURVEYED:
ESM, LLC
DESIGNED:
LCD
LCD 5/20/15 5 20 15 DRAWN:LCD
LCD 3/30/15 3 30 15 CHECKED:
LCD
BY DATE APPR APPROVED:
LCD
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
WATER AND SEWER NOTES/DETAILS
MAPLEWOOD PARK CLUBHOUSE
3815 NE 4TH ST, RENTON, WA
RENTON, WASHINGTON
MAPLEWOOD PARK LLC SHEET: O0 10
NIh1I\IN.I A.
DATE:
9/10/14
FIELDBOOK:
PAGE:
DRAWING NO:
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