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Home My WebLink AboutzS-3631SetSARAH'S SHORT PLAT A PORTION OF THE N.W. 114 OF SECTION 04, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON I=!,I NI UJ V V TREE TO BE - FUTURE FULL INFILTRATION BMP RETAINED 322---7 DRYWELL FOR ROOFDRAINS, TYP. x \ (6.7 CU; YDS. ROCK FOR ASSUMED e' PRIVATE 2,000 SO. FT. ROOF AREA - FINAL FOUND 3/4" w °'�. J2 DESIGN W/ BUILDING PERMIT) IRON PIPE LANDSCAPING -SEE/DETAIL 0 18 S FOUND PE 3 N I xo -SEE LANDSCAPE I __ -_ __3y__ I - o--- N 88'1$'15" W \ PLAN ro`� 0.04'S W o-�I � 16 70.02' -- - - - - _ _340'.4_9' 0.08'E� a 1`. 80.02' / h 77.73' I - - - - - _� p� N I", "" zo' BSB%rvP - - - - - - -( % T /1 777_7T7T i 6 ' - 50.21' 25 / - 43J __ / - - -- / J_/� _- -- VO � EX. GARAGE d /iC• z PRIVA ji ,. l I" / 7 L _ - - _ r % • CONCRET I NI _ _ IVVV ✓ ✓ ✓i��/// !r / .� � ro Iw I- fjr/ // o O BE REMOVED! l\ _ _ ! wLA SCAPIN 15' 5 o �' - .---- .- 1 - - - - -- :--1 r --. - -- STA 0+32 I 3 I BTYPI. �. /7,001 Sq Ft 'r // EX. GARAGE BTYPL ` \i I 1 - - -- I 1- 6"x6" TEE (FLxFL) 3 ,� , I- ) I I 'F= 322.13 �02 Sq Ft _ -I I- _ - 7,773 Sq Ft 1p^ 6,251 Sq Ft 7,�\ I 1 -6" GATE VALVE (MJxFL) ev / ✓ TO BE REMOVED 6XISTwG HOUSE 1 -FIRE HYDRANT ASSEMBLY 0 30' p I ✓ / F- 324.38 FU/' RE FF= 323.5± 18.5 18.5' ( I 5,021 Sq Ft I 1 -7'± 6" D.I. CL52 ! !o FUTURE "FF = 323.0±. TO BE REMOVED r - - FUTURE FF =324.0± 3/4" WATER SERVICE ,o pn/ 16' DRIVEWAY, TYPE 5'x5'z2" RIP RAP -SEE STD PLAN 320.1 t -8' ADAPTER (FLXFL) ii ALONG LENGTH OF ROA 1 �`+ - P- A2?DJACENT I (w I 1 -8"x4" REDUCER (FLxFt) ( -USE FILTER FABRIC - GRASSED FILTER S1RIP & (w FUTURE FF= 325.0± ! 1 F \ �� r-/ of OVER INFlLTRATIONU 7P INFILTRATION 10' 10' 20' INFILTRATION TRENCH, T'P. I° FUTURE FF= 324.5± 1 -4" GATE VALVE (FLXMJ) i1 > `IJ,I L - - - SEE DETAIL , _ • 11 TRENCH' TP. -SEE SECTION p 1 \ W/ THRUST BLOCKING ! •• �,�/';�� o '!BENCH -SEE - _ 1 I. p I STA. 2 +84 0 USE EXISTING , f- 1° SM1N VQ o DETAIL A =A /� > `STA. 1 +3f �' `' �-- -- STA. 2 +22\ 6" PVC SEWER (_ C3 \ -SEE STD PLANS 300.1 & 310.1 !I I ?I_ 8 I -.TYF' �' r A A - .MIN -INV 317,` `,•\ -� MIN. INV =317 I'� of MIN. INV =318 1- 2" BLOWOFF ! WATER METER I \ TYP A y u n of j m &SEWER -"'°� _ /' \ - it /z C 0 i \ I p 2% N NO 7, 9.5' PRIVATE I p o 1 PERMANENT\ASSEMBLY j STUBOUT w _��111 - - �.�z � DRAINAGE PER STD PLAN 340.1 j o R LOT 5 !� (' _ _. -,C� - -- _ _ BASEMENT z ( 1-4" CAP (MJ))\ 1 1 `•�. \ P •1 i/ t W/ THRUST BLOCKING I CONNECT TO EXISTING 8" C.I. MAIN ( " -' t -8 "x8" TAPPING TEE d �+:�'= I .6' / /. /i .:'� .'. . . 63 o . �• - C.O. -- - - -- ( -MIN. INV =318 1 -8" TAPPING GATE VALVE (FLxMJ ( 'n "F O \ , f 4. I f .' ./ CL52. : P •F. _ - ^- 1 TREES �_��p ..,290»4 DI IV wt -SEE STD PLAN 3GO.IHFOR7TESTINGN& N 0 00 j ilt `»8"b CI L52 ._. � \t �� .pWA � } 3 ?4 __.Z .2 +00 ppp .''•'.'•'• . RETAINED FINAL CONNECTION DETAILS 1 ill. ....: �!....:.. 320^"8 :.PVC.SEWER...t. -Ir .. - 1--- C.O.._ _ - -� RIM =321.3± (MATCH PAVING) '' - ' ° 6" PVC'..... i NEW SEWER MANHOLE N I I STUB .: „ ( c . , __ - NEW INV =306.44 (0.1' ABOVE EX, IN V) 1 80.02' 2% MIN., TYP. EX INV = 308.34± (VERIFY) 1 '., 'tT / A 7 y�}1 b 20'�URBCUT ! I a �� -~ -" - �__�_ '4""`J 62.51' 7 1�' (6) RS 31D NO 20' ASPHALT N 88'15'15" W gg PARKING" SIGNS 28' PRIVATE ACCESS/ PAVING - 'i 112 x16 x0080 HIGH LANDSCAPING & TREES 28 PRIVATE ACCESS/ 8' ( 12' 12' PRIVATE C 1NTENSITY- ALUMINUM, PUBLIC UTILITY ESMT 9.5' PRIVATE 70 BE LANDSCAPING & ASPHALT 20' PUBLIC INV= =315.99 APPF GO �T DRAINAGE RETAINED PUBLIC UTILITY ESMT TREES µ UTILITY ESMT DRIVEWAY MOUNTED 6' ABOVE t AVING GRADE n ( EASEMENT I TO BE g• PRIVATE ESMT COMPLETED WITHTHOUSE BE 3 0 /. I 20' ASPHALT RETAINED I. �I PAVING °< LAND ) t CONSTRUCTION r _ Z I 330 STA. 0+32 1 -8 "X6" TEE (FLXFL) 1 -6" GATE VALVE (MJXFL) 1 -FIRE HYDRANT ASSEMBLY 1 -r± 6" D.I. CL52 1 -8" ADAPTER (MJXFL) 1 -8 "x4" REDUCER (FLxFL) 1 -4" GATE VALVE (FLxMJ) W/ THRUST BLOCKING -SEE STD PLANS 300.1 & 310.1 320 CONNECT TO EXISTING 8" C.I. MAIN 1 -8 "x8" TAPPING TEE 1 -8" TAPPING GATE VALVE (FLXMJ)_ W/ THRUST BLOCKING -SEE STD PLAN 300.1 FOR TESTING & FINAL CONNECTION DETAILS 310 DATUM ELEV 305.00 J NE 27TH- gT w = a J z a w 0 � � W LL W c> m 0 1- 2" BLOWOFF aM LL +1 SITE W < PERMANENT ASSEMBL W NE 24TH ST PER STD PLAN 340. + 1 -4" CAP (MJ yww ° m W/ THRUST BLOCKINI d .w �ww _ �'- 36" MIN., TYR. EX. 8" 29V-4 C.I. MAIN C EANOU IM =323.8± INV= 315.99 PVC ®2.36% 320'^•8" NEW SEWER MANHOLE RIM -321.3± (MATCH PAVING) NEW INV = 308.44 (0.1' ABOVE EX. INV) EX. INV = 306.34± (VERIFY) PRI :AT` ACCESS r N �i 1" =20' HORIZ. h 1" =5' VERT, N ty N i M olw o m z V) wLI w z DRIPLINE, TYP W NE 27TH- gT w = a J z ll NORTH 0 � � W LL W W SITE W < W NE 24TH ST VICINITY MAP N.T.S. GRAPHIC SCALE ZO o ( IN FEET ) 1 inch = 20 ft. 1. DRIVEWAY WIDTHS TO INDIVIDUAL LOTS SHALL NOT EXCEED 16'. 1 DRIVEWAYS TO INDIVIDUAL LOTS TO BE CONSTRUCTED WITH BUILDING PERMITS. 3. CARE MUST BE TAKEN TO NOT CONTAMINATE ADJACENT .INFILTRATION TRENCHES DURING DRIVEWAY CONSTRUCTION. TREE NOTES 1. SEE SHEET 6 FOR TREE RETENTION DETAILS /NOTES. 2. SEE LANDSCAPE PLAN FOR DETAILS RELATED TO PLANTINGS IN THE 8' AND 10' LANDSCAPING AREAS. LEGEND X WATER VALVE 1' •' EXISTING TREE APPROXIMATE DRIPLINE a iE WATER METER \,__• r �D FIRE HYDRANT STREETLIGHT G TELEPHONE MANHOLE " TELEPHONE RISER (i) EXISTING TREE TO BE RETAINED O SEWER MANHOLE CEDAR TREE HOLLY TREE f .1 WILLOW TREE 0 FIR TREE MAPLE TREE M 0 +00 1 +00 2 +00 3+00 * FINE TREE t TREE (UNSPECIFIED) Call you S=363 I O' before D49• 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND -. _. -. '... UTILITY LINES. ITS COSTLY t,) -3G310 1 S -3r-ND 1 /1 N 10 _3�3) D EXISTING TREE TO BE REMOVED WATER UTRITY NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING/PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3.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. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800 - 424 -5555. 4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991. METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA CL04 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA CL05/A21.5 -93 STANDARDS. 7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA 0110/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE NTH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA 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 ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA CLLO/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. &GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND A -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI, GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE). CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 IB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A50 PPM NOT BE PLACED CONCENTRATION) N THE CHLORINE/WATER SHALL BE METERED/INJECTED LORITE SHALL IN ACCORDANCE WITH SECTION 7.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. - 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS. SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, E EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS. BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SARAH'S SHORT PLAT A PORTION OF THE N.W. 114 OF SECTION 04, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN (- REVIEWER. I 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. TALL RETENTION DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. & GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. 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 STANDARD SPECIFICATION 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 THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE.. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT $1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR. 14, ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE, 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1 /2 "X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2 "X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4 ") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR) OPTIONAL CEMENT CONCRETE PEDESTRIAN CURB (TYP.) 3/8" E %PANSION JOINT (WHEN SPECIFIED IN CONTRACT) (TYP.) (SEE STD. PLAN F -3) (SEE STD. PLAN F -1) e c EX CEMENT CONCRETE SIDEWALK N RAMP WITH 12H:1V SLOPE (TYP.) 318" EXPANSION JOINT 20 I EX. CEMENT CONCRETE R CURB & GUTTER RAMP PLAN VIEW RAMP Laavati-naeslala. r��naY. , c, r OPTIONAL, TIP. DRIVEWAY (BY OTHERS) EX, CEMENT CONCRETE CURB & GUTTER OPTIONAL CEMENT CONCRETE PEDESTRIAN CURB (TYP.) RAMP WITH 12H:iV SLOPE (TYP.) EX. CEMENT CONCRETE DEPRESSED SIDEWALK CURB & GUTTER TYPE 1 - ISOMETRIC VIEW SEE SHEET 3 EX. CEMENT CONCRETE SIOEWALK 6' -0" 1/2" R (TYP.) / 3/8" EXPANSION JOINT (TYP.) (SEE STD. PLAN F -3) DRIVEWAY (BY OTHERS) 3/8" EXPANSION JOINT (TIP.) SECTION O (SEE STD. PLAN F -3) SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE 'NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3.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. 4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. T PLANS APPROVED BY THE CITY F 0 RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. 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. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST 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 BE THE SAME AS DESCRIBED, 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 THE CITY. 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. MAN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 4.5't (MATCH�EASTNG SIDEWALK WIDTH) DEPRESSED CURB & GUTTER all (SEE NOTE 3) Call � ., .j.. before you Dig* 1- 800 - 424 -5555 55 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY TYPE 1 DRIVEWAY ENTRANCE N.T.S. Encompass ENGINEERING RV 165 NE juniper Street, Suite 201 IssaQuah, WA 98027 Phone: (425) 392 -0250 Fax: (425) 391- 3055 20 RAMP WSH RAMP (CEMENT CONCRETE PEDESTRIAN CURB (TIP.) m EX. CEMENT CONCRETE SIOEWALK 6' -0" 1/2" R (TYP.) / 3/8" EXPANSION JOINT (TYP.) (SEE STD. PLAN F -3) DRIVEWAY (BY OTHERS) 3/8" EXPANSION JOINT (TIP.) SECTION O (SEE STD. PLAN F -3) SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. L ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE 'NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3.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. 4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. T PLANS APPROVED BY THE CITY F 0 RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. 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. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST 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 BE THE SAME AS DESCRIBED, 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 THE CITY. 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. MAN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 4.5't (MATCH�EASTNG SIDEWALK WIDTH) DEPRESSED CURB & GUTTER all (SEE NOTE 3) Call � ., .j.. before you Dig* 1- 800 - 424 -5555 55 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY TYPE 1 DRIVEWAY ENTRANCE N.T.S. Encompass ENGINEERING RV 165 NE juniper Street, Suite 201 IssaQuah, WA 98027 Phone: (425) 392 -0250 Fax: (425) 391- 3055 WSH ` T -24 WN wn lsw71est DATUM TJR 2 fA41 q12 Sup m 11TAL EG a9 r 2 oar JEF °N 1N0M 1 REVISIONS PER CITY REVIEW JEF 4/10/12 TJR CMECOW: TJR F W NE 10>4 -AC°T NO. REVISION BY DATE APPR PPR°m:IR S=363 1 OZ CITY OF t�i RENTON Planning /Building /Public Works Dept. W -3�3fo S- 36310 NOTE: CHECKED FOR COMPUANCE TO CITY STANDARDS I DATE DATE DATE 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- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION. IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555. SARAH'S SHORT PLAT 3/15/12 NOTES /DETAILS m M. xo- 11627 3 w6 A -3631 a3 BUILDING DOWNSPOUT FLOW FINE ME SCREEN NOTE IF EXISTING INFILTRATABLE SOIL IS NOT MEDIUM SAND, THE MINIMUM DRAIN ROCK VOLUME MUST BE ADJUSTED FOR FIELD CONDITIONS PER 2009 KCSWDM (90 CU. FT. ROCK PER 10,000 SQ. FT. ROOF AREA FOR MEDIUM SAND) MIN I MIN r MIN I MINI MIN 2" CLASS 'B' \ ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR 111- -- ----- -{{{AS REQUIRED BY ENGINEER 1 11 V 1' MIN (MINI IN IMINIMIN 2" CLASS 'B' FACE OF CURB OR EDGE OF PAVEMENT 2" TO 6 CLASS 'E' CEN7RUNE OR O R LANE UNE CLASS 'B' F— 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE GEOTE %TILE ON ROCK DRY WELL DETAIL N.T.S. SARAH'S SHORT PL A T A PORTION OF THE N.W. 114 OF SECTION 04, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON CLEANOUT , TOPSOIL F min. i 4' PVC TIGHTUNE 1��' � 4" PVC MANHOLE FRAME AND COVER _ TIGHTLINE CATCH BASIN SPNp� (YARD M DRAIN) SIDES OF HOLE rU`E'p\J LINED WITH GEOTEXTILE DRY WELL DETAIL N.T.S. SARAH'S SHORT PL A T A PORTION OF THE N.W. 114 OF SECTION 04, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON CLEANOUT , TOPSOIL F min. i 4' PVC TIGHTUNE 1��' � MANHOLE FRAME AND COVER _ 6' SEE STD. (PLAN 4D1 24" ADJUSTMENT RINGS (2' MIN.) 12" MAX ! SEE NOTE 6 MORTAR. JOINT(S) (3/8" MIN ) D SEE NOTE 5 '" CONE (ECCENTRIC) RUBBER -: GASKETED JOINTS IN MIN. 1' ABOVE SEASONAL HIGH GROUNDWATER TABLE 42" MAX 24" MIN 1 1 5„ 2 -1/2" I I 1 _1 /2•B STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. IPIPE CAP 2" GALVANIZED STEEL PIPE --, CEMENT 1 -1/2' CONCRETE CLASS 'B' ` 3' 5 /8th 1 -1/2' MINUS ~ =c' CRUSHED ROCK 10' 8" FOR ALL ARTERIALS I 2' MIN ) LEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB GROUND MOUNTED STREET NAME SIGNS Encompass �, ENGINEERING & 5 RVEYING 165 NE Juniper Street, Suite 201 2 Issaouah, WA 98027 1 Phone: (425) 392 -0250 Far: (425) 391 -3055 NO. AA =A DRIVEWAY SECTION ACROSS INFILTRATION TRENCH N.T.S. 9.5' 28' PRIVATE ACCESS /LANDSCAPING EASEMENT PRIVATE DRAINAGE B EASEMENT 20' ASPHALT PAVING I'- '— LANDSCAPING 5' (12' PAVING LOTS 2 & 3) EASEMENT GRASSED -_j FILTER ,I 12'x6" DEEP FILTER ,1 L�G,°.Al' FA °o °niC vvc °n ::ASHED STRIP EL FILLED ROCK WHERE DRIVEWAYS TO I ( TRENCH LOTS ARE CONSTRUCTED r6" ,.MEO\NO 18" MIN. 000 ,+MSppCYp Sp 4" CLASS 'B' ASPHALT CONCRETE 3" - 5/8" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE WASHED ROCK --- �24" MIN. 1.5" TO 0.75" 3" - 1 1/4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE MAY BE REQUIRED PRIVATE ACCESS DRAINAGE CONTROL N. T. S. FABRIC 5- 363103 Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY oESwN TJRH 1"=20' xoraam a teesT. Qi ,T CITY OF ITrAL ,6 qWN: RENTON N JAPPPR JEF DATUM pE HN EVIEW JEF 4/10 12 avEam.JR AT F„„. Planning /Building /Public Works Dept. IF NOT ONE WEN REVISION BY ,DATE — �"` " C0Pp1HA' TJR Ilri iC$li4 CHECKED FOR COMPUANCE TO CITY STANDARDS DATE DATE 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- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555. SARAH'S SHORT PLAT BM 3/15/12 DETAILS PWL wW xo: 11627 MANHOLE FRAME AND COVER 6' SEE STD. (PLAN 4D1 24" ADJUSTMENT RINGS (2' MIN.) 12" MAX ! SEE NOTE 6 MORTAR. JOINT(S) (3/8" MIN ) D SEE NOTE 5 '" CONE (ECCENTRIC) RUBBER -: GASKETED JOINTS IN °.ACCORDANCE WIN ASTM iC 443 C' STEPS - POLYPROPYLENE: STEPS 6 -7J2'� SHALL : BE INCLUDED 7' MIN. CONCRETE RISER BY PIPE INC, OR APPROVED EQUAL. 12 '(TYP) LADDER POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE -'E' .CONCRETE SHELF 1% PRECAST BASE SECTION I OR CAST iN SHELF. 1 NOT TO SCALE :. _.'A' B C 'D' ''E�Rp) 48' MH r 48" '.6 "'MIN. 5"MN 24" MIN 21 " '54" MH - 54' - - 8" MIN." 60" MH- 60' 8" MIN.' 6 ".MIN.- 42' MIN. 30 "; MOMS' 1 STEPS TO BE POLYPROPYLENE SAFETY: STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. ; 3. CASING SHALL BE PER `STD PLAN 4D1.:_ 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE S ALL: JOINTS BETWEEN THE CONE, RISER' RINGS:: BRICKS AND CASTING SHALL BE GROUTED. 6 'ADJUSTMENT OF THE CASING TO: GRADE SHALL: BE ACCOMPLISHED Mm A'COMBINATION OF rADJUSTMENT RINGS;;. BRICKS AND ?MORTAR <:ONI Y. BRICKS SHALL BE STAGGERED TO CREAM A RUNNING -BOND: OR 1/2: BOND. ` LISP OF SHIMS IS PROHIBTEO 7. d'SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH 'A HIGH' SOLIDS: URETHANE COATING;:.WASSER MC- AROSHIELD OR APPROVED' EQUAL:': COLOR OF COATING SHALL BE WHITE B. RUBBER > GASKETED : JOINTS SHALL BE IN CONFORMANCE :WITH ASTM C -443.0 9. : CHANNEL: HEIGHT.. SHALL. BE A' MINIMUM'S OF'3 /4 OF THE INSIDE DIAMETER OF TPE LARGEST PIPE 10." CONNECTIONS: TO MANHOLE SHALL BE MADE USING I.GPK: ADAPTOR;'. KOR- N_SEAI BOOTS OR P: APPROVED EQUAL.' 11 IN UNIMPROVED AREAS MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12 ". ABOVE :'FINISHED .GRADE -OR MUST HAVE A MINIMUM - 2'.' DIAMETER : CONCRETE RINGS POURED AT GRADE. IN PAVED' AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. .(Y " PUBLIC WORKS STANDARD SANITARY MANHOLE: STD. PLAN - 400.1 DEPARTMENT ^p� SEPTEMBER 2011 AA =A DRIVEWAY SECTION ACROSS INFILTRATION TRENCH N.T.S. 9.5' 28' PRIVATE ACCESS /LANDSCAPING EASEMENT PRIVATE DRAINAGE B EASEMENT 20' ASPHALT PAVING I'- '— LANDSCAPING 5' (12' PAVING LOTS 2 & 3) EASEMENT GRASSED -_j FILTER ,I 12'x6" DEEP FILTER ,1 L�G,°.Al' FA °o °niC vvc °n ::ASHED STRIP EL FILLED ROCK WHERE DRIVEWAYS TO I ( TRENCH LOTS ARE CONSTRUCTED r6" ,.MEO\NO 18" MIN. 000 ,+MSppCYp Sp 4" CLASS 'B' ASPHALT CONCRETE 3" - 5/8" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE WASHED ROCK --- �24" MIN. 1.5" TO 0.75" 3" - 1 1/4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GRAVEL BASE MAY BE REQUIRED PRIVATE ACCESS DRAINAGE CONTROL N. T. S. FABRIC 5- 363103 Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY oESwN TJRH 1"=20' xoraam a teesT. Qi ,T CITY OF ITrAL ,6 qWN: RENTON N JAPPPR JEF DATUM pE HN EVIEW JEF 4/10 12 avEam.JR AT F„„. Planning /Building /Public Works Dept. IF NOT ONE WEN REVISION BY ,DATE — �"` " C0Pp1HA' TJR Ilri iC$li4 CHECKED FOR COMPUANCE TO CITY STANDARDS DATE DATE 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- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555. SARAH'S SHORT PLAT BM 3/15/12 DETAILS PWL wW xo: 11627 SARAH'S SHORT PLAT A PORTION OF THE N.W. 114 OF SECTION 04, T.23N., R.05E., W.M. CITY OF RENTON, STATE OF WASHINGTON �yl I N' d X. 3 i m "ffl TREE TO BE FUTURE FULL INFILTRATION EMIR li °iof RETAINED 322 DRYWELL FOR ROOFDRAINS, TYP. w �- /-(6.7 CU. YDS. ROCK FOR ASSUMED o 2,000 S0. FT. ROOF AREA - FINAL gANDSCAPING / DESIGN D T/NBUILDING PERMIT) IRON NN PIPE 4" FOUND 7/2" N / 4 -SEE LANDSCAPE o- 0.18 S IRON PIPE I 1- '- - - - - -- 2 (I o / N 88'15'15" W PLAN M 0.04'S�\ o � W a ICI t6' 70.02' 80.02' - - - - - - _ - -- 34049' _ - - .� O.oB'E _ 77.73' I. •� "" / zo' asel: TYa - - - - - - - i 62.51' - - - - - 50.21' -- - - - - - -- > - - ?? - CONCRETE ✓/r T G / r - -� - - - - 1 - - //` _ _ _� o O BE REMOVECLI PRIVA � A SCAPIN 75 0(' - - -- m F 5 �/ 5 o r - - - - -- y r--- -1 - - -- STA 0+32 ! BSBL. 1/ asel. G - - - II TYP 7,001 Sq Ft EX. GARAGE TYP. 1 -8 "z6" TEE (FLxFL) z FF= 322.13 &002 Sq Ft _ -I I- - - 7,773 S 6,251 S 1 -6" GATE VALVE (MJzFL) 3 ' //'�11 EXISTING HOUSE %' 9 Ft 10 q Ft t -FIRE HYDRANT ASSEMBLY I CV 30' �II o / / TO BE REMOVED) / FF 324 38 FUTURE FF =323.5± 18.5 -0- 18.5' 5.021 Sq Ft 1 -7'± 6" D.I. CL52 I c �� II 'c5 FUTURETF= 323.Ot TO BE REMOVED i/1I FUTURE FF =324.0± 1 3 4 WATER SERVICE \y, 1 -8" ADAPTER (MJXFL) r' INFILTRATION TRENCH I 16' DRIVEWAY, TYP/ 5'x5'x2" RIP RAPT - '� w ' / \ / ) SID PLAN 320.1 _P ADJACENT SEE 1 -BNe REDUCER (FLxFL) ( * ` ALONG LENGTH OF RD iv -USE FILTER FABRfC -� -- 70 10 I20' GRASSED FILTER SiRIP�& w FUTURE FF =325.0t o f OVER INFlLTRATIOPI� TO INFILTRATION I NFILTRATION TRENCH, TYP. -- /00'6 FUTURE FF= 324.5± 1 1 -4" GATE VALVE (FLxMJ) `L1.1 '1 L - - - SEE_DETAIL° (f o TRENCH -SEE ,� I TRENCH. ;TYP. -SEE SECTION o A .. (. PVC SEWER STA. 2 +84 o W/ THRUST BLOCKING USE EXISTING '� %0 0 DETAIL A -A -E -SEE STD PLANS 300.1 & 310.1 18' I TYP ( A STA 1`+3T �- - - - -I STA. 2 +22 (M MIN. INV :1 WATER METER v / MIN-INV -31T' MIN. INV =317 STUBOUT, (,%I o N & SEWER�� _ - / i I Z / ' ' "A ( 1 0 9.(MIN:, TYP. 0 PE M BLOWOFF I STUBOUT t --T� 0 i. _ \ 0 °, 9.5' PRIVATE 100 PER STD P�ASSE01 _ / w /., C_O_- - DRAINAGE �P R SID PLAN 3407 LOT 5 4• - - - ? Z �'" - - - DRAINAGE �. Z 1 t -4" CAP (MJ)�� 1 Ih ( P W/ THRUST BLOCKING CONNECT TO EXISTING B" C.I. MAIN _ - 1 i ID { n '. / " i 9 .. .. 6'a. 8 C.O. 1 -B "x8' TAPPING TEE j, 7 r� _ _ .�. 290»4 M `r _ - - _ -_- - - IN. INV =318 N L. .f:.'CL52' P .• f ... •. 1 -8" TAPPING GATE VALVE (FLxMJ) ( m-.o l \ z :� r Y' �r /i7 //F ii // / //l t " TREES o W/ THRUST BLOCKING C 0400 ( i'' -gib ��j � -SEE STD PLAN 300.7 FOR TESTING & I V ... "'8"4}:: CL52 1 PRVATE A.CCEaR$ ..!. .ty .. .. 1 ^0- RETA NEDI FINAL CONNECTION DETAILS .. : I 1 ._ 3�D'PB PVC SEWER1 2 +00 �� - - `vH- - +nn I t. NEW SEWER MANHOLE r ' 321.25 RIM -821.8 MATCH PAVING - - -- 308'SW2 SEWER::(, . / u 12 ° J3 NEW INV= 408..1 (OX ABOVE EX. INV) I I � I� / 80.02' 2% MIN., TYP. lt' . °, I �. �, _�> - WO-So EX. INV= (VERIFY) w- _ _ _ .. - SO8.20 2o'URBCUi I ;) N 88'15'15' W -`'' -- - - _ -_ 62.51' (6) R8 -31D "NO gg 20' ASPHALT - 0.2' "5'- PARKING" SIGNS, 28' PRIVATE ACCESS / j PAVING -' 4049 - �^ Ij U2 'x18 "x0.080 HIGH LANDSCAPING & TREES 28' PRIVATE ACCESS/ 8' 12' 0 (I ^ 9.5' PRIVATE LANDSCAPING & 12' PRIVATE - -API u In dr M MOUNTED 6' ABOVE PUBLIC UTILITY ESMT 70 BE !ASPHALT 20' PUBLIC INV =375.99 ' -' I MOU_RTED 6' ABOVE DRAINAGE PUBLIC UTILITY ESMT TREES AWING DRIVEWAY :i % GRADE EASEMENT RETAINED `L UTILITY ESMT 70 BE ESMT DRIVEWAY TO LOT 1 TO BE: oN I�� ( j�. I I 20' ASPHALT RETAINED 8' PRIVATE OMPLETED WITH HOUSE <I L--- PAVING LANDSCAPING ✓' I CONSTRUCTION iEASEMENT I&It STA. 0 +32 1 -8 "x6" TEE (FLxFL) 1 -6" GATE VALVE (MJXFL) 1 -FIRE HYDRANT ASSEMBLY 1 -7'± 6" D.I. CL52 1 -8" ADAPTER (MJXFL) 1 -8 "z4" REDUCER (FLxFL) 1 -4" GATE VALVE (FLXMJ) W/ THRUST. BLOCKING -SEE STD PLANS 300.1 & 310.1 320 CONNECT TO EXISTING 8" C.I. MAIN 1 -8"x8" TAPPING TEE 1 -8" TAPPING GATE VALVE (FLXMJ)_, W/ THRUST BLOCKING -SEE STD PLAN 300.1 FOR TESTING & FINAL CONNECTION DETAILS 31C DATUM ELEV 305.00 Y J NE 27TH ST_� z z w ° 0 w w cf m O 1 2" BLOWOF +Q I�+1 o ° SITE PERMANENT ASSEMBL NE 24TH ST PER STD PLAN 340. ¢ o w +01 1 -4" CAP (MJ aiww ° m it > W/ THRUST BLOCKIN HXJ _ -�- 1% _ 36" MIN., TYP. 290 �4 EX. 8" C.I. MAIN I CLE RIM = 323.8± INV= 315.99 PVC 02.36% 320'8 - NEW SEWER MANHOLE RIM- 384:3r (MATCH PAVI G) 321.2$ NEW INV=3G8,44"(Od' ABOVE EX. INV)308.30 EX. INV= 3B8r34f (VERIFY) 30$.20 PRIVATE ACCESS r r a 11 1 " =20' HORI2. n n n 1 " =5' VERT. 0 +00 1 +00 Encompass ENGINEERING & S RVEYING 165 NE Juniper Street, Suite 201 IssaQuah, WA 98027 Phone: (425) 392 -0250 NO. REVISION YC34J BY I DATE IAPPR JEF w M O w e z 0 0 m w DRIPLINE, TYP, w NE 27TH ST_� z z tl NORTH O ° 0 w w w z SITE z NE 24TH ST VICINITY MAP N.T.S. OGRAPHIC SCALE o ( IN FEET ) I inch = 20 fi, DRIVEWAY NOTES 1. DRIVEWAY WIDTHS TO INDIVIDUAL LOTS SHALL NOT EXCEED 16'. 2. DRIVEWAYS TO INDIVIDUAL LOTS TO BE CONSTRUCTED WITH BUILDING PERMITS. 3. CARE MUST BE TAKEN TO NOT CONTAMINATE ADJACENT INFILTRATION TRENCHES DURING DRIVEWAY CONSTRUCTION. TREE NOTES 1. SEE SHEET 6FOR TREE RETENTION DETAILS /NOTES. 2. SEE LANDSCAPE PLAN FOR DETAILS RELATED TO PLANTINGS IN THE 8' AND 10' LANDSCAPING AREAS. THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTINq FIELD CONDITIONS AS OF THIS DATE: , it $11 WILLIAM SHUP HOL BER a PL 51332 ' LEGEND W ✓ATEP, VALVE /; � EXISTING TREE APPROXIMATE DRIPLINE a WATER METER FIRE HYDRANT STREETLIGHT Q°1ic,6F tiP J TELEPHONE MANHOLE S TELEPHONE RISER EXISTING TREE TO BE RETAINED 9F//Gy,82�85 Ili 3285��[� SEWER MANHOLE'IItIFV_ CEDAR TREE EXISTING TREE TO BE REMOVED HOLLY TREE � CHECKED FOR COMPLIANCE .i t WALLOW TREE TO CITY STANDARDS ,W?, utv ,,✓ ww 4 2c FIR TREE iSTGS� DATE %L Ed MAPLE TREE /ji✓ Mh 2 �. 3 +00 '� PINE TREE ■w= _ TREE (UNSPECIFIED) ` NOTE: S 3 6 3 1014 b9f0r0 YOU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE Di,9a GROUND TIUTIESAPRIOR HORIZONTAL COMMENCING CONSTRUCTION. EXISTING UNDER - 1 -800- 424 -5555 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN _. _.. UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. UTILITY LINES. IT'S COSTLY CALL BEFORE YOU DIG: 1- 800 - 424 -5555. m" t`- CITY OF 3/15/12 1 " =20' �° "" " SARAH'S SHORT PLAT RENTON GRADING /DRAINAGE /WATER /SEWER PEE no �a+s wa, DATUM .]ru( ur_uE I Planning /Building /Public Works Dept. PLAN /PROFILE 11627 IF 1 ME VM scut l&NSWGLY p /� J� sNEtr: 2 0:6 CIL" _3G3101 IqN Ki�31V� bb( 1111± 182] BlIHU88esENGINEERINGWANSHEES \SHEkTt.MpOtR &t202:5i:fi8PMPST S -3C3V yy 'A a x 0 N (/t N � H 9