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905 SUNSET BOULEVARD NORTHEAST RENTON, WA PARCEL KING COUNTY TAX PARCEL NUMBER :311990-0051 SITE DATAi EX SITE=12,819 SF, 0.29 AC NDA=SITE AREA - (ESTIMATED ROW DEDICATION + ACCESS ESMT) NDA=12,819 SF-(627 SF +2,184 SF) NDA=10,008 SF (0.23 AC) DENSITY=10 PER ACRE MIN, 20 PER ACRE MAX DUA = 2 MIN. - 5 MAX. (2.3 TO 4.6 NON -ROUNDED) ZONING = RMF (RESIDENTIAL MULTI -FAMILY) BUILDING COVERAGE MAX. = 70% - 7,006 SF (70% * 10,008 SF) SHEETINDEX PLAN, WILLAMETTE MERIDIAN, STORM COMPOSITE i FRONTAGEPLAN C8 STORM & SEWER - NOTES & DETAILS t EXISTING SURVEY & CONTROL PLAN IRRIGATIONLl LANDSCAPE PLANTING PLAN, NOTES & DETAILS 1 EXISTING FIRE HYDRANT (ALONG WESTSIDE OF ABERDEEN AVE NE) 10 0 5 10 20 1 inch = 10 feet. IR a ► I° I i ; , I " II EXISTING EAST RIDGE Q APARTMENT SIGN ; IMPERVIOUS MAX.=75% - 7,506 SF (75% * 10,008 SF) WATER SERVICE EXISTING IMPERVIOUS SITE COVERAGE = 1,861 SF (0.043 AC) L IRRIGATION DRIP DETAILS PN LINE (TYP.) I I I � BUILDING COVERAGE = 3,795 SF (0.087 AC) 8128650000 ` I I / ONSITE PGIS COVERAGE: 1,328 SF (0.030 AC) I WATER METER ONSITE REPLACED PGIS: 449 SF (0.010 AC) -t63' - - S89°44®59"E 91.00' AND DCVA TYP� OFFSITE REPLACED PGIS: 652 SF (0.015 AC) ie o: INFILTRATION TRENCH I I / c ONSITE NONPGIS COVERAGE: 603 SF (0.014 AC) �-`' o[(SEEI ¢ r- SHEET C8) I I 1 IRRIGATION ° \ OFFSITE NONPGIS COVERAGE: 689 SF (0.015 AC) ----------- w-� ----- w ----- --------------- w wfF w w w I METER �GVq w- W TOTAL ONSITE IMP. COVERAGE. 6,175 SF 0.142 AC r �-N� ---..--.-----------------..-_ C r -.- ---------------- r r -- ------ -- ----- �77, - -- - --- ------------------ ---- --------- --------------------- - _ _ - _ _ 4_--�_----__- 4--- --- - \ TOTAL PROJECT IMP. COVERAGE: 7,516 SF AC .173 0 ( ) 1 r-.. cn z.....1.. I ............. _. ..... TOTAL PGIS: AC .056 0 SF 429 2' ( ) E5 ® Co w o I HEIGHT MAX=35 (3 STORIES) FIRE HYDRANT HNT W N I i VERTICAL e (ALONG EXISTING ACCESS -------- --------- -- .- -. -------EXISTING ...: �- C.D - VERTICAL DATUM: NAVD 88 CITY OF RENTON MONUMENT #398 ELEVATION=285.085 BASIS OF BEARINGi HORIZONTAL DATUM ASSUMED THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST IS NORTH 00'15'57" EAST AS SHOWN ON CITY OF RENTON LOT LINE ADJUSTMENT RECORDING NUMBER 20070320900004 DEVELOPERi POOL BROTHERS CONSTRUC1ON 720 N. 10TH STREET SUITE #A105 RENTON, WA 98057 PROJECT 1 0 CES NW, INC. 310 29TH ST. NE, SUITE 101 PUYALLUP, WA 98372 VOICE: (253)848-4282 FAX: (253)848-4278 SURVEY BYi BOUNDARY SURVEY IN SEPTEMBER 2014 CONDUCTED BY: CES NW, INC. 310 - 29TH STREET NE SUITE 101 PUYALLUP, WA 98372 253-848-4282 ALL NOTEi SEPARATE BUILDING PERMIT IS REQUIRED FOR ANY WALL OR PORTION OF WALL THAT IS 4 FEET OR TALLER. A Gu M%F%fr. a mv ILI � � �\ 1 "��„� __.. D S�CO#2 � � � ( RD M / � / 4 i,' v 4X�Sn�G ADVANCE NOTIFICATION OF ANY WORK ON ' ' 1978' 201.8 SSCO#6 o Rp� ° /° / al /° R.QW %!�l THE PRIVATE SHARED ACCESS THAT WILL 195.8' ' \\ SSCO#1 \ SSCO#7 N / 205.9' I Q IMPACT THE ACCESS TO THE EXISTING - - - - - - ® - a s a _ ®a _ - ®-w- - -- PROPERTY TO THE WEST, 907 ABERDEEN \ U AVE NE, SHOULD BE PROVIDED TO THAT SSMH#1 a I g ° 0 a 1 s ) 197.>3 201`.9 202.5 a a 203.5° 203.`/M6ME�lM am . a 1 r DEVELOPMENT. MEASURES TO ENSURE THE j - \ 31.48'£ INGRESS/EGRESS OF THE ADJACENT - -_L PROPERTIES SHOULD BE PROVIDED DURING I N89 44 59 W 129.46 __ - - - - � / / ,// \ CONSTRUCTION ON THE SHARED ACCESS. - - _ --- a-------{-------- I/ - - - - - - - - -�--- - a- -� - - - a - - -- - - / a / // \ - - - - - --------- - ------- --- ------- EXISTING 5' U1ILITY - _ _ _� - � --- -� -°_J / \ ---------�r------- / EASEMENT PER AFN# \ I 7709060799 \i \ i GRADE PLANANALYSIS UTILITY- PN - - \ / 8137900000 SEGMENT GRADES \AVERAGE LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND \' A 197.3 + 199.0 / 2 197.15 ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, B 199.0 + 199.0 / 2 199.0 DIMENSION, AND DEPTH OF EXISTING U11UTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE C 199.0 + 200.5 / 2 199.75 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL D 200.0 + 200.2 / 2 200.1 INCLUDE CALLING 1-800-424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW E 200.6 + 201.3 / 2 200.95 UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. THE CONTRACTOR ACCEPTS FULL F 201.3 + 201.2 2 201.25 RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE / EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL G 201.2 + 203.5 / 2 202.35 CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC., H 2O3.0 + 203.0 / 2 203.0 ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. 1 203.6 + 204.3 / 2 203.95 FILL SPECIFICATION PARKING BREAK DOWN J 204.3 + 204.1 / 2 204.2 K 203.8 + 204.1 / 2 203.95 FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, REQUIRED = 1.6 SPOTS PER UNIT x 5 UNITS = 8 SPOTS REQUIRED L 203.8 + 204.8 / 2 204.3 DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, M 203.5 + 205.9 / 2 204.7 REGULATION, RULE, ORDER, OR STANDARD. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS. PROVIDED = 1 IN DRIVEWAY, 1 IN GARAGE PER UNIT N 203.0 + 203.0 / 2 203.0 TRENCH NOTE 2 PER UNIT x 5 = 10 SPOTS PROVIDED 0 202.5 + 203.5 / 2 203.0 P 202.3 + 202.5 / 2 202.4 IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET Q 200.6 + 202.3 / 2 201.45 THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE R 200.6 + 200.6 / 2 200.6 1 CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO S 199.2 + 200.6 / 2 199.6 RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON T 197.8 + 197.8 / 2 197.8 INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. U 196.5 + 199.2 / 2 197.85 NOTE V 196.5 + 195.8 / 2 196.15 W 196.5 + 196.5 / 2 196.5 GRADE PLAN ANALYSIS INFORMATION PROVIDED BY PROJECT ARCHITECT. X 196.7 + 196.5 / 2 196.6 TOTAL: 4820.9/24=200.87-GRADE PLANE ELEVATION -EXISTING RIGHT OF WAY / PROPOSED RIGHT OF WAY / CITY OF RENTON MEEPARTMEENT ! _ RKin ti s F Zr st T` : , u 4 -OK 91th S11 VICINITY MAP N.T.S. q EXISTING DESCRIPTION PROPOSED - - MONUMENT LINE - - - - PROPERTY LINE - - -CL- - - RIGHT OF WAY LINE - - -CL- -R/W -- RIGHT OF WAY LINE ---R/W- -------- EASEMENT LINE - - - - - - - - BUILDTACK LINE IN., G G CHAIN LINKEFENCE e-) e El e e- WOOD FENCE n El9 CURB -EP----------------- EDGE OF PAVEMENT P- CONTOURS '�oo� n STREET SIGN ❑ STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE Q 0 STORM DRAIN CLEANOUT • SD STORM DRAIN LINE SD RD ROOF DRAIN LINE ---RD e SANITARY SEWER MANHOLE o SANITARY SEWER CLEANOUT • S SANITARY SEWER LINE S SS SANITARY SEWER STUB SS FIRE HYDRANT �4 WATER VALVE N w❑ WATER METER W WATER MAIN W -� LUMINAIRES O POWER/UTILITY POLE �- GUY WIRE ASPHALT CONCRETE ASPHALT OVERLAY CEMENT CONCRETE a SAWCUT LINE ------------------- _. ROCK WALL CLEARING LIMITS (YYi�Y1 INTERCEPTOR DITCH • • - SILT FENCE CHECK DAM o00 EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) BEFORECALL 48 HOURS DIAL 811 lomme O c6 ID cli O I O C/) CO w w L o 0 0 z z 0 0 w w ir CC LL LL 0 0 } } F- �_ U U rr cc a_ a aSER M UJ Lo 00 Q z 0 z cr � o 6 z o T Z U rj Designed: DPS Drawn: MRL Checked: DIPS Scale: 1"=10' Date: 09.20.16 Job No.; 14038 Sheet No.: 1 of 14 Sheets EROSION AND SEDIMENT CONTROL RECOMMENDED EROSION CONTROL NOTES CONSTRUCTION SEQUENCE 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE 1. PRE -CONSTRUCTION MEETING. PORTION OF T 1/4 OF THE E 1/4 OF SECTION OS, TW 23N, RN 0 WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: ILLA TTE MERIDIAN, KING COUNTY, ASHINGTO 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A CONSOLIDATED NTH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. FLAG OR FENCE CLEARING LIMITS. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. PRESERVATION AS PRESCRIBED ON THE PLANS) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIORR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL 8 GRADE AND STABILIZE CONSTRUCTION ROADS. MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, PROJECT. ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE AND IN OPERA1ION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTA110N CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING PERMITEEE. THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. PN SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF 8128650000 ' CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE AND BMPS REMOVED IF APPROPRIATE. AClIM11ES AND TO PROVIDE ADD111ONAL FACILITIES, OVER AND ABOVE MINIMUM - - 10 0 5 10 20 1 inch = 10 feet. U160020911 SITE ADDRESSi 905 SUNSET BLVD NE RENTON9 WA 98056 f 4 I STING EXTRUDED CURB I I I I % / ,4-SAW CUT LINE SAW CUTJNE S89'44'59"E 91.00' REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND N i I WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. Of00I I w--------------w_ w ----- ----------------------- ---- - ---------------�---- w _ _ Q z L'i -- --- W-- _ _-_-_-W-- _ w _ __i w -w- ------ --------------- APPROVAL OF THIS PLAN IS FOR EROSION SEDIMENTATION CONTROL ONLY. IT STORM - -----_ � �----- ui -- I— �1 ------ ( NOT CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN, SIZE NOR I � I �' < LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETEN1ON FACILITIES. I I ,- I 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL II I \1 I <cIN o I , Q I NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST - - - - - - - - - - - - - - - - - - -i- - - - - - - --------- -- --- 3----Q o -----) -----------i---- TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST I II I \ I ( N t- CDoN I I TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED EXISTING EXTRUDED CURB 11 I I X � I I I ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). I ( S W z I I \\ 1 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO I S89�44'59"E 11 - 54.00'Il i I - - ( I _ _ _ I _ _ ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 1 -- -- -- - ------- - ------ -- -- -- ----- - -- - -- ------ -- ------- - ) ------ _ _ -- --- - o 0 0 0 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT 11 �, O `ti 0 0 0 0 0 0 0 000 0 PROCESS. i �o �' �I O � O �' I °0°0°00000 EXISTING E.P. 1 0000000000 ° ° ° ° ° C Oi O O O O O O O '` 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE 1; O O 10 O O O O O O 0-� O ( \� I 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 SURFACE WATER DESIGN MANUAL O O O O(D O ORd O O O O O O O O O O I °000000000 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL I Ch O O Q 10 O O O O; ' O O O \O O O O O C O O O O O I o000000000 o 0000000 ' BE ADDRESSED WITHIN SEVEN (7) DAYS. I C OI O O O O ;Q O 0 0 0 0 0 0 I\ 0 0 0 0 0 0 0 0 0 0 1 O O O 0 0 0 0 \ ° 0 ° ° ° 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A 1 I \ \ ® \ ° 0 0 0 0 0 o 0 00 MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. I I 13\ 13i ® \ ® ® \ 0 0 0 °0°000°0 0 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO II 1 1 1 o I \ j® \ ® \® 0000000 0 0 0 0 0 0 0 0 0 0 ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES ' I 1 1 1 ° 0 ° 0 ° 0 ° 0 ° 0 0 0 0 ° SHALL BE CLEANED PRIOR TO PAVING THE CLEANING OPERATION SHALL NOT FLUSH I 1 \ 1 0 0 0 ° a I ' CL -I -- -- - -- NI \N 1 / 00 o i / I R 1 I I l I / 1 \ 000000000 / 1 SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. IP 1 \ I 0 0 0 0 0 0 0 0 0 /. o / o 0 0 0 0 �_Sp 14. DURING THE 11ME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT ; ; / 00 00 00 00 ° CEDISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE ,t] o 0000000 THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. PN In ` \ / o ° 0 0 0 0 0 0 0�' / \ � / o 0 0 o 3119900050 I �I \ / N 000000000 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING / BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND j ; � I / / 1 0 0 0 0 0 0 0 0 0 SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO 11 I I o 0 o I / / In FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY I l / / /� #p r MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE p o FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. I; z F.F. ELT198.6 F.F. EL=200.6 fF-EL.=200.6 F.F. EL.=207.6 F.F. EL.=202.6 I �yl® 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS Tp 00' SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION \ I i 1143, FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF// i THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE ; i \ 13II ( / / 13\ r, SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. CL CLEARING LIMITS. SF INSTALL SILT FENCE PER STANDARD PLAN 214.00 ON SHEET C3. NO RUN OFF FROM SITE SHOULD GO TO ADJACENT PROPERTIES BOTH DURING AND AFTER CONSTRUCTION. CE INSTALL CONSTRUCTION ENTRANCE PER STANDARD PLAN 215.10 ON SHEET C3. IP INSTALL INLET PROTEC11ON PER STANDARD PLAN 216.30 ON SHEET C3. SP STOCK PILE LOCATION. PROVIDE COVER MEASURES AS NECESSARY. RS REMOVE SIDEWALK. R® REMOVE EXISTING RETAINING WALL. RT REMOVE EXISTING TREE. i 1 13 ® I E3 E3 E3 /13 / RT / r I ,� ------- SF CD - N89'44'59"W 129.46' - 1 _-El_ -� / ; a -----�,--- a--- a----�----------- I'd \\� �� �-------- - - - - - - - - - - - - - - - - - - -t _ - - - - - - -- - _ . ---------- - --a----------- --------- -------------- - - --- EXISTING 5' UTILITY _ - = �---- - -- �- -°-J EASEMENT PER AFN# SILT FENCE 7709060799 PN 8137900000 \ I \ a s . i\VI 1. 1 . 1.- CLEARING LINTS/SILT FENCE LOCATION CALL • BEFORE YOU DIG: DIAL HOURS 11 NTS 6,e (A 170 6 02- ti190�0"tops) FI= 25' MIN!. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF WO-W PRIOR TO INSTALLAI ION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFFTNE PAD r� INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS 4"-B•`QUAftRYSPA{-L5 ✓ GEOi'EXTILE 12' MIN. THICKNESS ^-�PROVIDE FULL WIDTH OF. NOTES � INGRESSIEGRESS AREA 1" CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON. PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH(ASTM DA 51). 200 PSI MIN, GRAB TENSILE ELONGATION (ASTM 04632) 3446 MAX. MULLE N BURST STRENGTH ASTM D3786-80A ST H 400 PSI MIN ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) j 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS.. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2,2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3:1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL, WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED, THE SEDIMENT WOULD THEN BE WASHED' INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 14. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. , PLAN 215.10 PUBLIC WORKS STABILIZE aDEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 NOTES 1. CONDITION OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY-SHEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.03 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MOST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION, IT MOST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVES. PUBLIC WORKS PL ASTIC COVERING SM. PLAN - 213.30 DEPARTMENT 8MARCH 2O08 1 1 1MACX vw1 1 i i ; V MAX: DRAINAGE GRATE -- 1 TRIM GRATE FRAME - m SEDIMENT AND DEBRIS a • OVERFLOW BYPASS Q P Ft �)' BELOW INLET 'GRATE DEVICE 1 FILTERED Jj WATER a SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATE SHOWN_ RETRIEVAL SYSTEM (TYP.) F BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material, 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). M. PLAN . - 216.30 _ ¢ g + PUBLIC WORKS CATCH BASINFILTER _ ' DEPARTMENT MARCH 2O08 , CALL •: HOURS BEFORE YOU DIG DIAL 811 JOINTS IN FILTER FABRIC SHALk BE SPLICED AT POSTS, USE STAPLES WIRE RINGS, OR - EOUIVAI--ENT. TO ATTACH FABRIC 10 POST.1 POST SPACING MAY BE INCREASED TO V IF WIRE BACKING IS USED 2°x2" BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FA MINIMUM 4"x4' TRENCH BACKFILL.TRENCH `AnTH NATIVE SOIL 2'x4'WOOD POSTS, STEEL FENCE POSTS, .RESAR,OltEQUIVALENT NOTES 1, CONDITION OF USE O 1.1. SILT FENCE MAYBE USED D NLOOPE OF ALL DISTURBED AREAS. W 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATEDFLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND, 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 3P10051EVE SIZE(0.60•0.15MM) FOR SILT FILM ADS (ASTM 04751) 1 90-.�SIEVE SIZE a,30--0:15MM FOR OTHER FABRICS WATER PERMITTIVITY ASTMD441) 0,02SECA-1MINIMUM 180 LBS, FW N. FOR EXTRA STRENGH FABRIC GRAB TENSILE STRENCHT (ASTM D4632). 100 i.BS. MIN, FOR STANDARD STRENGHT FABRIC GRAB TENSILE ELONGATION (ASTMD4G32) 30% MAX: DLTRAVIOLATE RESISTANCE (ASTM DOSS). 70 Y MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE, WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED; THE SLOPE SHALL NOT SE:STEEPER THAN 2H:1 V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY: 3,2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 8 INCHES HIGH. 3.5, IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS DEPARTMENT S11m,1[T FENCE STD, PLAN - 214.00 MARCH 2008 C.3.2 MULCHING DESIGN AND INSTALLATION SPECIFICATIONS FOR MULCH MATERIALS, APPLICATION RATES, AND SPECIFICATIONS, SEE TABLE C.3.2.A. NOTE: THICKNESS MAY BE INCREASED FOR DISTURBED AREAS IN OR NEAR CRI11CAL AREAS OR OTHER AREAS HIGHLY SUSCEPTIBLE TO EROSION. MAINTENANCE STANDARDS 1. THE THICKNESS OF THE MULCH COVER MUST BE MAINTAINED. 2. ANY AREAS THAT EXPERIENCE EROSION SHALL BE RE -MULCHED AND/OR PROTECTED WITH A NET OR BLANKET. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THEN THE DRAINAGE PROBLEM SHALL BE ASSESSED AND ALTERNATE DRAINAGE SUCH AS INTERCEPTOR SWALES MAY BE NEEDED TO FIX THE PROBLEM AND THE ERODED AREA RE -MULCHED. Is Quality Standards Application Remarks Mulch Material Rates Straw Air-dried; free from 2"-3" thick; 2-3 Cost-effective protection when applied with adequate undesirable seed and bales per 1000 sf thickness. Hand -application generally requires greater coarse material or 2-3 tons per acre thickness than blown straw. Straw should be crimped to avoid wind blow. The thickness of straw may be reduced by half when used in conjunction with seeding. Wood Fiber No growth inhibiting Approx. 25-30 Ibs Shall be applied with hydromulcher. Shall not be used Cellulose factors per 1000 sf or without seed and tackifier unless the application rate is at 1000-1500 Ibs per least doubled. Some wood fiber with very long fibers can acre be effective at lower application rates and without seed or tackifier. Compost No visible water or dust 2" thick min.; More effective control can be obtained by increasing during handling. Must approx. 100 tons thickness to 3". Excellent mulch for protecting final be purchased from per acre (approx. grades until landscaping because it can be directly supplier with Solid 800 Ibs per cubic seeded or tilled into soil as an amendment. Sources for Waste Handling Permit. yard) compost are available from the King County Commission for Marketing Recyclable Materials at (206) 296-4439. Hydraulic This mulch category Apply at rates from The BFM shall not be applied immediately before, during Matrices includes hydraulic 3,000 Ibs per acre or immediately after rainfall so that the matrix will have (Bonded Fiber slurries composed of to 4,000 Ibs per an opportunity to dry for 24 hours after installation. Matrix) wood fiber, paper fiber acre and based on Application rates beyond 2,500 pounds may interfere with or a combination of the manufacturers germination and are not usually recommended for turf two held together by a recommendations establishment. BFM is generally a matrix where all fiber binding system. The and binders are in one bag, rather than having to mix BFM shall be a mixture components from various manufacturers to create a of long wood fibers and matrix. BFMs can be installed via helicopter in remote various bonding agents. areas. They are approximately $1,000 per acre cheaper to install. Chipped Site Average size shall be 2" minimum This is a cost-effective way to dispose of debris from Vegetation several inches. thickness clearing and grubbing, and it eliminates the problems associated with burning. Generally, it should not be used on slopes above approx. 10% because of its tendency to be transported by runoff. It is not recommended within 200 feet of surface waters. If seeding is expected shortly after mulch, the decomposition of the chipped vegetation may tie up nutrients important to grass establishment. ' .11- !•' SITE ADDRESSi 905 SUNSET i, NE i i i C.3.10 SEEDING DESIGN AND INSTALLATION SPECIFICATIONS 1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS, BUT IT MAY TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. THE APPLICATION AND MAINTENANCE OF MULCH IS CRITICAL FOR WINTER SEEDING. 2. TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED BECAUSE SOILS THAT ARE WELL COMPACTED WILL NOT VEGETATE AS QUICKLY OR THOROUGHLY. 4. IN GENERAL, 10-20-20 N-P-K (NITROGEN -PHOSPHORUS -POTASSIUM) FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. SLOW -RELEASE FERTILIZERS ARE PREFERRED BECAUSE THEY ARE MORE EFFICIENT AND HAVE FEWER ENVIRONMENTAL IMPACTS. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TESTS TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. THIS WILL PREVENT THE OVER- APPLICATION OF FERTILIZER. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW- RELEASE LOW -PHOSPHORUS FERTILIZER (TYPICAL PROPORTIONS 3-1-2 N-P-K). 5. THE FOLLOWING REQUIREMENTS APPLY TO MULCHING: a) MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:1V (SEE SECTION D.4.2.1). b) IF SEEDING DURING THE WET SEASON, MULCH IS REQUIRED. c) THE USE OF MULCH MAY BE REQUIRED DURING THE DRY SEASON AT THE COUNTY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DISTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. d) MULCH MAY BE APPLIED ON TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 6. HYDROSEEDING IS ALLOWED AS LONG AS TACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHALL BE DOUBLED BECAUSE THE MULCH AND TACKIFIER USED IN HYDROSEEDING BREAK DOWN FAIRLY RAPIDLY. IT MAY BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETRIMENTAL TO GERMINATION. 7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVE THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF FOUR INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. COMPOST USED SHOULD MEET ECOLOGY PUBLICATION 98-38 SPECIFICATIONS FOR GRADE A QUALITY COMPOST. 8. THE SEED MIXES LISTED BELOW INCLUDE RECOMMENDED MIXES FOR BOTH TEMPORARY AND PERMANENT SEEDING. THESE MIXES, NTH THE EXCEPTION OF THE WETLAND MIX, SHALL BE APPLIED AT A RATE OF 120 POUNDS PER ACRE. THIS RATE MAY BE REDUCED IF SOIL AMENDMENTS OR SLOW -RELEASE FERTILIZERS ARE USED. LOCAL SUPPLIERS SHOULD BE CONSULTED FOR THEIR RECOMMENDA11ONS BECAUSE THE APPROPRIATE MIX DEPENDS ON A VARIETY OF FACTORS, INCLUDING EXPOSURE, SOIL TYPE, SLOPE, AND EXPECTED FOOT TRAFFIC. ALTERNATIVE SEED MIXES APPROVED BY THE COUNTY MAY BE USED. % Weight % Purity % Germination Chewings or red fescue (Festuca rubra var. 40 98 90 commutata or Festuca rubra) Annual or perennial rye (Lolium multiflorum or Lolium 40 98 90 perenne) Redtop or colonial bentgrass (Agrostis alba or 10 92 85 Agrostis tenuis) White dutch clover (Trifolium repens} 10 98 90 MAINTENANCE STANDARDS FOR SEEDING 1. ANY SEEDED AREAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER WITHIN ONE MONTH SHALL BE RESEEDED. IF RESEEDING IS INEFFECTIVE, AN ALTERNATE METHOD, SUCH AS SODDING OR NETS/BLANKETS, SHALL BE USED. IF WINTER WEATHER PREVENTS ADEQUATE GRASS GROWTH, THIS TIME LIMIT MAY BE RELAXED AT THE DISCRETION OF THE COUNTY WHEN CRITICAL AREAS WOULD OTHERWISE BE PROTECTED. 2. AFTER ADEQUATE COVER IS ACHIEVED, ANY AREAS THAT EXPERIENCE EROSION SHALL BE RE -SEEDED AND PROTECTED BY MULCH. IF THE EROSION PROBLEM IS DRAINAGE RELATED, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA RE -SEEDED AND PROTECTED BY MULCH. 3. SEEDED AREAS SHALL BE SUPPLIED WITH ADEQUATE MOISTURE, BUT NOT WATERED TO THE EXTENT THAT IT CAUSES RUNOFF. 215 210 205 a 195 cc d 6 EXISTING EAST RIDGE MONTERRA APARTMENT SIGN A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 03, TWN 23N, RNG 05E ° WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON PN SC 8128650000 WATER SERVICE I ° I 1 LINES (TYP.) EC A I � l S89'44'59"E 91.00' �L I aI \ Z N 00 LLJ 1 TOP OF WALL EL:198.30--/ I OP OF WALL EL: Z06.00t -J I � TOP OF WALL EL:200.25-J �� / PN P BOT. 0� BOT. OF WALL EL:196.80t BOT. OF WALL EL:199.50t - - - / 8137900000 \WALL EL:204.00 \ ° s \ PROPOSED GROUND ® CENTERLINE-n 1. 0%._ a 12.00 o / �a o a a a \, CD -1 50% 1, 50% „ Op op, PERMIT@ U16002091 CITY SITE S i 905 SUNSET BLVD®SPAR-r r=-rrr ®F PUBUCc WC>RKS A 98056 DATE ARWWW BY DATE BY �� DATE DATE CONSTRUCTION IT INSTALL 2-48LF INFILTRATION TRENCHES PER THE TYPICAL SECTIONS ON SHEET C8. D® PAVE DRIVEWAYS AS PER THE TYPICAL SECTION ON SHEET C8. DA PAVE DRIVE AISLE AS PER THE TYPICAL SECTION ON SHEET C8. CONSTRUCT 5' WIDE CONCRETE WALKWAY AS PER THE DETAIL ON SHEET C8. 10 0 5 10 20 ST CONSTRUCT CONCRETE STAIRS AS PER THE DETAILS ON THIS SHEET. 1 inch = 10 feet. RR RESTORE PAVEMENT AS PER THE DETAIL ON SHEET C7. SC SAWCUT FULL DEPTH. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH SECTION 9-02.1(6) OF THE CURRENT WSDOT STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL AT THE SAWCUT LOCATION AND THE JOINT SEALED WITH GRADE AR-4000OW FACE OF WALK IS TO BE CONSTRUCTED PAVING ASPHALT. FLUSHED WITH THE LIGHTPOLE'S EC REPLACE EXISTING EXTRUDED CURB PER THE DETAIL ON SHEET C7. PAINT FOUNDATION. CURB RED TO MATCH EXISTING FIRE LANE STRIPING. ® RETAINING WALL DESIGNED BY OTHERS. SEE CONCRETE WALKWAY DETAIL ON SHEET C8 FOR MORE GRADING INFORMATION. CD REPLACE EXISTING DRIVEWAY ENTRANCE WITH A NEW CEMENT CONCRETE DRIVEWAY ENTRANCE WITH BUFFER PER CITY STANDARD PLAN 104.2 AND R=390604 104.4 ON SHEET C7. GENERAL NOTES \ NOTE: SLOPE GROUND AT A MAXIMUM \ / SLOPE OF 4.1 UP TO 3 FEET FROM THE \ BACK OF SIDEWALK. / / /c, / W C / / / z W 3-EF— n- WWZ li ¢ W N_ to M S Q W WALKWAY— wil / 3/8" EXPANSION JOINT A x OF SHARED ACCESS. RP RP SC SC En O M N F to W W N M O to to OR � W � � N m LL- it 11 +WN W +ty O� aw g> `tx II o II o a-J 1-WJ (I tJ� �o QW� Z09 BnW NW �� J U' tntnW yj o r< LOw .b ±N co Uo +tiUA c� to — N W N J / L CD EXISTING GROUND @ CENTERLINE OF SHARED ACCESS. _ --SHARED STA:3+00.00 TO STA:4+90.00 -- 1" =10' HORZ. 1" = 5' VERT. o o rn 'd- N O CD� N N N 1.1 00 + N 1-1/2" STEEL PIPE (TYP.) Q 4" MAXIMUM (TYP.) (n `'-' HANDGRIP-� WALKWAY WO 4- LLj w B�cn^ �JJZ i-i ¢p0 V Zip to W 4" R.(TYP.) 12" 2' MIN. CEMENT NTS HANDGRIP 1-1 /2" SQ. BOX 14 GAUGE MIN. 1 THICKNESS NEWER POST 1-1/2"- SQ. BOX, 14 GAUGE MIN.WALL THICKNESS. CURB DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SEPARATE BUILDING PERMIT IS REQUIRED FOR ANY WALL 4 FEET OR TALLER. THE TYPE OF FLOW CONTROL BMP PROVIDED IS LIMITED INFILTRATION USING TRENCHES. 11" , 1/2 4" MIN. 4. R. 7" MAX. T 1 /2"R. 12" 3/8" EXPANSION JOINT / 3 6» 3-#4 LONGITUDINAL BARS EQUALLY SPACED. #4 BARS 0 24" O.C. TRANSVERSE SECTION NOSING MUST BE FLUSH, NOTES: SLIP -RESISTANT AND ROUNDED TO 1/2" 1. CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NCRETE STAIRWAY IPRIAVTEI VERTICAL SPICKETS, 1/2"x1/2" SOLID BAR (0.850 LB/FT) 4'-0" POST SPACING a LOWER RAIL 1-1/2" SQ. BOX 4" MAXIMUM (TYP.) .—T= S TM 6-1 STAIR HANDRAILS IPRIVATEI CALL 48 HOURS BEFORE YOU Dilf DIAL 11 to to T O T r O r N N N N ca ,- O O I,- 0 •- O O oI o) al01 a- U z z z a e 0 0 0 0 4 U U U N U O O O J z z z w w w w 0 0 0 U) � a a Ia 3041aam 4 yIN�T�f _0 1� 0 CL rn o E- z w 0 Cr 0; 0 w v7 F- 0 T z U N O •• c U O N a U Designed: DPS Drawn: MRL Checked: DPS Scale: 1"=10' Date: 11.29.16 Job No.: 14038 Sheet No.: A '"A 4 of 14 Sheets 3+00 3+50 4+00 4+50 • i' 1 a � � is 1 1 i EXISTING FIRE HYDRANT (ALONG WESTSIDE OF ABERDEEN AVE NE) WATER -SERVICE FULL INSTALLATION OF WATER SERVICE FROM WATER MAIN UP TO THE WATER METER TO BE INSTALLED BY CITY OF RENTON WORK CREW. CONTRACTOR SHALL RESTORE PAVEMENT AS NFFDFD. r / 4 1 4 — — — — — 4— — — — — — — — — d — — EXISTING 5'— SEWER — — — — — — — —_ _= — a / \--------`c------ /; / SEWER EASEMENT _ . — I.E.=190.J7(6" I.E.=193.05(6") AFN# 7709060766 / I.E.=192.70(6") LE.— 97.50(6") PN / I.E.=196.96(1�) G 66LF 6" PVC SDR 35 0 13.52% (PRIVATE) 3OLF 6" PVC SDR 3 0 19.50% (PRIVATE) qz CITY ASBUILT DATA LAMPHOLE RIM=189.5 IE 6" =183.0 (NOTE: EXISTING SURFACE ELEVATION IS ±193. LAMPHOLE WAS NOT LOCATED BY CES SURVEY CREW. RIM COULD HAVE BEEN BURIED SINCE CONSTRUCTED. REPLACE WITH MANHOLE PER DETAIL S-040 ON SHEET C8. LITT 'ICI REMOVE EXISTING WATER METER -100• SITE ADDRES& 0. SUNSET BLVD NE RENTON, WA 98056 10 0 5 10 20 1 inch = 10 feet. 91 ALL 90` TURNS SHALL 6E ACCOMPLISHED' BY €AEANS OF A WYE WITH GLEAN©UT AND; 45' BEND. TWO 4,5' SENDS SHALL NOT BE 4" BEND AS REQUIRED (NO MORE ACC-CPTABLE. (SEE NOTE 11) THAN 45- BEl9Dj EVFRY 2 D 4" CLEANOUT 'NYE WITH CHANGE IN DIRECTION OR GRADE � 45, PEN❑ AND PLUG. f � WILL PEOUIRE ' SURFACE 1 (SEE NOTE ii)- GLFANOUT WYE (SEE NOTE 11), ...... .......... ....... - ....... ._.- ....... ------ a w. -- -------- J J J Ld HOUSE I HOUSE aI HOUSE IL HOUSE G_ IL - ---- ( - ' I f--4" SEWER PIPE SURFACE C' EANOU 4SURFACE _a (TYPICAL) 6 5%6 WYE CLEANOUT 4" SEWER PIPE, SEE NOTES 2 {SEE. STD PLAN j\ x WYE 4 TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" 4," WYE NTH IT !CAL) PIRCIPER `r` LINE C�EANOUT PROPERTY LINE P•Alil. n a° cn t� 6"x 4" REDUCER ca cn ✓� vn ur W MAIN SEVER LINE ,-4, w }` - N t_� I L J- IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1 Prior to Installation of a sanitary sewer connection, a side -sewer FLOOD LEtiEL RIMS LOCATED BELOW THE ELEVATION pen -nit must t1e purehaseo trorrl the City of Kepfcn Putjlic Ulorks o OF THE NEXT UPSTREAM MANHOLE COVER OF THE Department. L; PUBLIC SE'JV=R S'rSTE,.i, A EIAGKFLOYJ PREVENTION ra DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SMALL BE 2: Types of pipe and fittings that can be used for sanitary sewers un INSTALL_ED, shall be approved by the Department of public Works. Rubber or °)__.. neoprcrie gaskets as specified by the manufacturer, shall be - `--4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used on joints. \ ` SURFACE CLEFiM1.JUT . .A minimum grade of 2% (1/4" per fool) must be maintained w y m (A 4,,,, 4"x4 'WYE with 4" pipe. In the event a 27grade cannot be maintained, the avner must sign a City of Renton grade release form and then - + PIPING ca>) hostel{ 6'' pipe at -a grade of 1.: PLAA J BUILDING DRAIN FOR 4. For inspection of side sewer, call 24 hours in advance. The ;4V ELEVATION HOUSE inspection phone number is on the side sewer permit. Site must be ready for inspection and representative on site when inspector arrives at appointed time. :Side sewer and stub shall be tested per City specifcntians, Make the connection at the MAIN TO PROPERTY LINE 5-0" -4" house, Do not backfill the ditch until approval is given by the PROPERTY LINE', FROM THE HOUSE BUILDING DRAIN' inspector. Final approval will be granted after the existing septic tank has been ;pumped out and filled wraith sand. SIDE SEWER BUILDING SEIdER 2' 6 - TO 3`- ' 3'-0"(�nIN. � 5. Inscail side sewer with 2" rr;inirrrurn cover. 18" cover is allowed — at the house if outlet ,is shallows. _ 1 R.�\ 3. Ifs 'e sewer stub is not available. The owner shall be /` 1 ` r I % 1 responsible for its installation per standard drawing 406.1, All .Q3 �.�. A7 - � .� _n o± _P n .{S m m = - X rn Nc.rk .:ithir. strut nigh!:-ofeaoy- shell be done 6y a licenses and g;. ni 0 -IDrr, � v s K rc x M, += r tr bonded contractor. C7r� Oq` sir' n��rn r -CaX- ©-, m m v a - ran F r� o r %. .All work shall be accomplished in accordance with the Washington o v{ ` � _ mn 0) $ r o 1 m m m industrial Safety and Health Act. (WISHA) m n,b x- rn m m z ma < ;Ijr� -r r; r c`u_I c pit, .411 trench restoration for side sewers in the public right-of-vaay n c > �� z � 7 c - Q �� shall conform to the most current trench restoration 6 mo vm 0 requirements as in the Renton Standard Drawings. X rna -L Cj a,o n " a S. ,All building sewer and side sewers shall have bedding in x ' Ln - � a .ordonce with standard drawing 405, L,-M rn 0 ° 10, 'here shall be a minimum 10 foot horizontal separation between s , s n trry side sewers and water services and o minimum 5 foot hurl cntal separatlon between sanitory side sewers and ail other m o sr-c� utilities, a i1. The sleonout at the Right -of -Way shall be installed per :C>fi'IJ_:l. (JR BED DRE YOU CHIC Standard Plan 407. The cleanout at the building shell be 10HR _t�C;1, , c} iKS 1�00_ 4L installed io surface Grade. All other cleanouts shall be installed I�+ ,5�5 _ to within 12" of the surface. TYPICAL I . 1�CJF3T�IC �A'CC:�RKS I _ ° DEPARTMENT FROM PROPEIRTY BUILDING' I AUGUST 2013 EXISTING FIRE HYDRANT (SOUTHEAST CORNER OF THE INTERSECTION AT SUNSET BLVD NE AND NE 9TH ST) DIAL 811 CALL • A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG 05E WILLAMETTE MERIDIAN, KING COUNTY, MONTERRA - NOTE: SLOPE GROUND AT A MAXIMUM — SLOPE OF 4.1 UP TO 3 FEET FROM THE BACK OF SIDEWALK. D 0 \ \ ® CR ZQ4 / _ N \ 204 PN \o jp \ N o 3119900051 \ $ Lu \ RT D 3 �cn<ro� D \ \ p _o .��� g �10 �� AR Q A N O D \ co -----SOW ` _--- — — -- -- -- - -- -- -- � S 17° 57" W 51.22' r p D p p D p I p �p �,, L - ----v2--- i== ------- __----- J Y 00Z gym_ S N F N CD RS w Z N N O ® W ¢ X O Nx�� +W En Cn S S EXISTING 12" SEWER LINE --i / \— EXISTING CURB / TO REMAIN. s S s _S_ D EXISTING FIRE HYDRANT - (ALONG WESTSIDE OF ABERDEEN AVE NE) ±123' FROM NE CORNER OF SITE. 10 0 5 10 20 1 inch = 10 feet. 1+00 // S17`54'57"W 1+50 °g -� // 2+00 2+20 ( °P SUNSET BLVD�� (PUBLIC ROAD) N EXISTING CHANNELIZATION ' \ , MARKINGS — — pq w w w EXISTING WATER MAIN w w \\ w o w w \\ w/ w w w\ \ w w w _ \ u 0? II \----------------------------------- EXISTING 12" STORM LINE \ — / _ \ ---- ------------- --------- :Top SD SD--------------- S�------------- - ----------SD SD -- ---------SD------- _ _---5�-----------5�----------------S�----------------------- -_-- r------ __---------- /— ---------------------- ----- --_ _ � — ==__----_ — _ _ --_-----=_ =- = =----_ — - — — _ ——------------------------------------------------ ---- ----------- J — — — — — --- -- f _ - --ROW- „ � �' � � � � o - -- -- �— / f�P OP OP — — — — -- -- -- -- -- -- — OP ' a? PN 0823059007 �ISTA. 1 +50.00= C/L INT. SUNSET BLVD & EXISTING FIRE HYDRANT ABERDEEN AVE NE (SOUTHEAST CORNER OF THE INTERSEC11ON AT SUNSET BLVD NE AND NE 9TH ST) ±100' FROM SE oC.D z ,-H'�� CORNER OF SITE 220 r — CONSTRUCTION S® CONSTRUCT SIDEWALK PER CITY STANDARD PLAN 102 ON SHEET C7. © REPLACE CURB AND GUTTER PER STANDARD PLAN 103 ON SHEET C7. SC SAWCUT FULL DEPTH. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH SEC11ON 9-02.1(6) OF THE CURRENT WSDOT STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL AT THE SAWCUT LOCA11ON AND THE JOINT SEALED WITH GRADE AR-4000OW PAVING ASPHALT. CD REPLACE EXISTING DRIVEWAY ENTRANCE WITH A NEW CEMENT CONCRETE DRIVEWAY ENTRANCE WITH BUFFER PER CITY STANDARD PLAN 104.2 AND 104.4 ON SHEET C7. .j, 9, � S � a o ® PROTECT EXISTING LIGHT POLE, AND CONSTRUCT THE SIDEWALK TO THE JUNCTION BOX AND LIGHT POLE EXISTING GRADE. THE CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FROM THE SIDEWALK TOWARDS SUNSET BLVD'S UTTER LI s c�r wore x°® PP TECT ISi1NG UTILI P LSERING C NS UC N. �I COORDINATE WITH UTILITY POLE OWNER TO DETERMINE IF THE POLE SHALL �m BE ADJUSTED TO FINISHED GRADE. AR ADJUST TELEPHONE RISER TO FINISHED GRADE. 210 �1 200 6REMOVE SIDEWALK BEHIND EXISTING CURB AND GUTTER. DATUM ELEV 6 195.00 RM REMOVE EXISTING WATER METER. 6 RT REMOVE EXISTING TREE. CALL •< HOURS DIAL BEFORE YOU DIG 11 C�J �P'� WN � O N N U J o ® FINISHED GRADE @ < W N RIGHT GUTTER LINE ¢ CD tO + = it W N C7 - N---- -- —" EXISTING 99LE 12" STORM @ 4.6b7— — — — — — — — — — — — — — — — — EXISTING 8" WATER MAIN _ _ ---------- — ------------ ------------- ------------ EXISTING 195LF 12" SS @ 0.46% ---- EX. CB TYPE 1 STA. 1 +20.53;19.20'RT IE 12" CONC S=206.42 IE 12" CONC N=206.42 O 6) OCN I- N O N N N rV N 1+00 1+50 SUNSET BLVD. STA:1+00.00 TO STA:2+20.00 1" =10' HORZ. 1" = 5' VERT. 2+00 I X. CB TYPE 1 TA. 2+19.13;19.01'RT IM=213.19 12" CONC S=210.74 12" CONC N=201.94 EXISTING 1.5' WIDE CURB AND GUTTER APPROVED E. DATE APPROVED BY DATE APPROVED BY DAM PERWTv i It 1'`` RENTON, WA SITE ADDRESSi 905 SUNSET BLVD NE 8056 ALL UTILITIES SERVING THE SITE ARE TO BE UNDERGROUND. O O cLO�� — -EXISTING R.O.W. m 5 EXISTING SIDEWALK -------------- EXISTING CURB RS TO REMAIN. SOUTH SIDEWALKTRANSITION HORIZONTAL: 1 "=5' �P?v / 5.20% 5 o L i \ L L� D ti 1> EXISTING CURB TO BE REMOVED. NORTH SIDEWALK TRANSITION HORIZONTAL: 1 "=5' EXISTING 1.5' WIDE CURB AND GUTTER PROPOSED PROPOSED VARIES LANE LANE PLANTER SIDEWALK ' (t10') VARIES (t18') VARIES (t18') VARIES (f8') 8' J U z � 0 o 1� XI W �� ' Z 'o C) O N o X W Q� d NOTE: SLOPE GROUND AT A—/ MT BLVD SECTION MAXIMUM SLOPE OF 4:1 UP TO T, 3 FEET FROM THE BACK OF SIDEWALK. 0 0 (o 0 T o (V N N '7 N r 0 0) r r T o 0 V! VJ VJ-: Y! _ 0 o a a } U co co W cr ~ ~ ~ W w z z z W W W 0 O O O o > Q U U U 0 z z z O O O z z z Q w x x m w LL w 9 O O O C U U U UW W W W W x Q_ m Q_ 6 z U 00co0 co of of U m my�U m a� U O 4 L^ W M Z � N Q oS Ma L0 0 rn 1® z O cc z in w rr 0 w e7 0 T ROW z DEDICATION o oN nDTH VARIES a (FROM Off TO11.43') Designed: DPS Drawn: MRL Checked: DPS Scale: 1"=10' Date: 11.29.16 Job No.: 14038 Sheet No.: 6 of 14 Sheets C 0 1 (4-. gi0604 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 2. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL 'CODE (RMC), THE LATEST EDITION OF THE 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. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND, DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WH REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER U11LITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 6. IT SHALL BE THE APPLICANTS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE IN111ATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 7. FRANCHISED U11UTIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 8. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 9. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHAD_ BE BACKFIU ED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 11. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE, WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 12. 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. 13. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNC11ON WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 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. 15. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 16. AU DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LDS. 17. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 18. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 19. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHAH 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. 20. 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. 21. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: B. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 22. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN ,THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 23. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 24. 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. 25. 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. 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. 26. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). - FACE OF CURET t2 R\ ? ill 1.24 \I T TOP OF fit R, f ROADWAY 3 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB FLUSH WITH 'GUTTER PAN AT SIDEWALK RAMP ENTRANCE 112 9;24 t` TOP OF 1t2"R, ROADWAY AT SIDEWALK RAMPS 6 CEME"T CONCRETE I12" R I .. V R. OR E WAL INK RAMP ANDG VARIES 6 ROtv1 -� � d<• 6 TO tI j r f 3t8" PREIo OLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB. AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 692" SEE DEPRESSED CURB DETAIL THIS SHEET i r �y 1:24 'FOP OF 1.2" R ROADWAY .... _ DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAY$ SEE STO PLAN 104.2 - FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE , 5 1#2 11-17 tF R I' R, TOP OF ROADWAY i s i 81A i 1 R CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAY$; AND ALLEYS GENERAL NOTES: i, See standard plans 102land 101,1 for saris expansion and contreatlon joint spacing, 2: Not used: 3_ For Depressed Monolithic Driveway Curb & Guttw Section, Bee Standard PlarT 104-2 STD PLAN PggL�� B'gvLICg-p DEPARTMENT CEMENT CONCRETE CURBS g � . g 3.J%+i"`AdiS a"Y I:.1"4i.1. f`R $:,rAJ: Gre 2dmmSrman'Puts 11 CEAWWa� 'CONOPM SIDEWALK ►1 � 1 ��,il'T� i !114 1,]1 1 1 ! - ISOMFETRIC VIEW (COMMERCUkIL, VMH BUFFER) ASPHALT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL 2" MIN, AND IN STRAIGHT LINES AS CEMENT DIRECTED BY THE ENGINEER REMOVE LOOSENED TRIM CONCRETE EXISTING CONCRETE ASPHALT VERTICALLY PAVEMENT 3/4"DIA. X 12" LONG DOWEL BAR ® 18" ON CENTER Dili( T111 EPDXY COATED DOWEL BARS 6" MIN. ON ALL FOUR SIDES 6" EXISTING RIGID BASE*MIN. 12" MIN. 12" COMPACTED TRENCH BACKFILL COMPACTED CRUSHED SURFACING AS DIRECTED BY THE ENGINEER TOP COURSE, CUT AND PANEL DETERMINATION: REPLACEMENT FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: Less than ten (10) yrs old Ten (10) yrs or older Additional Requirements Local Access without Bus Route No No Local Access with Bus Yes Yes Route Intersection (All Yes. Yes Plus one panel beyond Streets) the curb return 40% Removal Yes Yes Excellent Condition (based on visual and/or Yes Yes non-destructive testing) Principal, Minor, Yes, If twenty-four (24) Yes, If twenty-four (24) Collector Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be and all bus route patched patched *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL �tiZ Y O� ADOPTED It 4 CITY OF RENTON p =a STANDARD PLANS LST DATE: 04/04 DATE REVISION BY PPR'D DWG. NAME: H033 SP PAGE: H033 No 3W I" ExPa. tON JNNT (TyPP SEE NOTE $ GUIEtNT CONCRETE. SMEWALK.. .CONSTRUGTIiP7MINT':. x j. SEE NOTC I - GEMENTPOVCRETE RAtAP w#'rH I2Wjy-I I :. CUROAGUTTER .t SLOPE (T'YPI) T IEEE NOTE 3Y 3,W CONITRA4"ON JOINT Tr P.) 1SEf P4AH 1 r2)- _ PLAN VIEW - (TY FE C3 SHOWN, 0 & C2 & C-MAX SIMILAR) ,(SEE NOTE:9). ua€sr (E9 `t Y_•, ..F MAX srEfork 60NrN, 1 E � pr< t�s<e Note 21 � cO euaa�� � � �• FraaN�iw"xi3f2€AaT #rr s� �. � s 0'rL rt.oz€ SECITI+„tt3:..a s2'R(rrr�.q � W,. NSMYa SLR ULWIE 6 zi:XAC l For MOTES see STD, PLAN 104.2 DRIVEWAY DESIGN SLOPES ARE SHOWN ON SHEET C4. SLOPES SHOWN ON STANDARD PLAN 104.4 ARE FOR GENERAL REFERENCE ONLY. PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PT�R � T : �. 4 ' , a (WITH BUFFER) OT-, f 1 SITE ADDRESSi 905 SUNSET BLVD NE RENTON,1 RolaT DIN ,SEE CP3 € ACT1 € .. CURE NOT INCL €DED IN SMITEM - S'Ad,1' -SWC' VALK :1E'EEDGE- DETAIL-TirkS SHEET JOINT FILLER ALL CUT �g p ISEE CON-RACTg . V21ON R, frIP1 WITH RAISED EDGE 4 iE 1JRB`JOT WCLUCED€NWD ITEM - ak 33 d60 PREFM.t4ED MINT FILLER �a:FINIG-HED GRATE T`( BELOW G. STOP OF CONIL`RETE S:JRFAACE 83f31:wAUt Ap.7AGirl`9T TO GEff'eE3 MIN.(SEE CONTRAVI'I , _ S„ 1` #f Rail DING Tit" ON) R. (TYPJ Ur$$ NOT INCLUDED IN Era ITEM are BRIDGE OR PEDESTRIAN F0, PREMF.ILL+Eif > 'b°VA2d:t?#{$ARRIER RAILING JOINT FILLER ADJACENT TO. CURB BAD RWI '-SEE.. ^�BpE4iAtK (STEEP PILL SLOPE ' CONTRACT PLANS eesr rhuresHrrrn 'A'A€ ,RJR EARNER -a. VERTICAL WALL- '�, °<'$" IIN} PREMOLDE('} SEEOETAIL JOINT FILLER(TYP.-, i m €€ FILL ADJACENT TO CURB AND RAILING tali WAIL I JOINT ' JC$Itdi FILLER EPd�LpEa �.T SMIEWALK BUFFER S7NP -. (SEE CONTRACT) f E NOTE 10) a" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL t - iT�PU CURD NOT INCLUDED IN BID ITEM - "� 6` LEVEL _. FINISHED QRAOe I%ft BELOW TOP OF CONCRETE ,r,r rWRF,AVE FOR FLAMING- FLUSH IF PAVED- ADJACENT TO BUFFER STRIP4'WIDE SMOOTH s...'."`-'�.��.;`'`"e g's TRfYiNEL::APER3METEii. 01y 1 RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE L_. JOINTS TO INCLUDE RAISED EDGE W�OSIMVALr For N(JTS see STD PLAN 1Ci4,2; Paved suffeces must comply with STD PLAN 102,1 as applic ble, IWTO14 TIOPd DINT ONLY �,.... ; " EXi�ABkzxioN JOINT IN BOTH " � a"� .'� '"Fyn,., �' "� ". 'm'i-s"•� a'2. T ,fi e CJRE%Afdi3 SIE3E#V.4LFi?SEES`sr1 Pi.�al 7ili 2, ° �i a ra tAND FINISH PRFMOLaca DETAIL 40INT FILLER E� EXPANSION JOINT CC, CONTRACTION JOINT CONCRETEPUBLIC WORKS CEMENT DEPARTMENT i N1 SIDEWALK CP "a A-310 6a 12" MAX. •A 1 C, 7' MIN, ------- iMANHOLE FRAME AND COVER SEE STD. PLAN 401 -2 s, - ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 " -* CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 6-1/2" 12` (TYP 4 tB) Ah 4 NOT TO SCALE . STEEPS -- POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, NOTE, 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5• ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATIO N OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. 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. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. J. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR 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. ti�Y o PUBLIC WORKS STANDARD SANITARY L E STD. PLAN - 400.1 DEPARTMENT SEPTEMBER 2011 FRA14E :AND VANED GRATE CLFANSURFACE AUt BOTTOMAPPA. Vft£iVIOE' UMFORM COWACT, THE SURFACE A REA OF'ME RASE, $'CTIL T '. BE, GROUTED Tel THE $OT1OM AREA raF F# R ADJUSTMENT SECTION,' 1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE AW GUTTER DITCH, OR SIOEINALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, ANCUNTIL PERK THE ENGINEER TO GROUT R4 PLACE IN'ACCORIJAIwdEr E WITH APIAiA S FANDARD SPECIFICATION 7.0523 2, SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OFSHIMS IS PROHOtTE[ i, 3 A CM4TINUOUS [.AYER OF MORTAR SHALT BSC'LArED BETWEEN ADJUSTMENT tZINC$ AJ 11) BRICKS PRiO C THE USE OF BRICK$ IS PERMITTED WHERE THE BRICK$ ARE STAGGERED TOCRCAT> &RUNNIN BOND 5, A_ DAJ S`fMf Nr 8L;C tI(Oi S1 iAL L I3tF. (J>'?0I3T O WA TERTIC`0T Ter'(14E BOTT()hd AREA OF 11,3E A JUST hENT S 6_ RcsT 1� €�t t. nt:)ailtFN tt�c i IH.t ��A r TItr. 7< RUT.tflCC)i3Ea"�C)!�F•ff,':Nl<i�iF'Lt�1ii"3UTt�EETt�d�+`iI16C:i1#alF€)nMIoi`1T;�e3FFt;�f�$i�7e�EI'�s�t��41`ASt�°L� MAXIMUM PFRCf°NTDR'yfltRlNKAr,,,-F.THE. mwwtimC:€iM nrissivrSTR£NGTHSHALL 884,0 P81AT SPECIFICATIOINq 3 8, P10K 1 LIFTINO HOLES. Am,, TO of t�Rot3TEt) WATER T'I HT or THE PAVEk4 NT, RAFTER IB GIVEN BY WENT, Q.D. limits of pipe le W (see note 4) 3' max compaction r limkofpipe zonbedding '-0" materialnote fti 6)0,15 O.D, min,m O.D. limits of pipe Q0.65 compaction O.D. min. foundation level ¢ gravel backfill gravel backfill for for pipe bedding foundations when specified ' A = 4" min. 27' I.D. and under 6" min., over 27" I.D. a Metal and Concrete Pipe Bedding for Flexible Pipe I soon 3 maxspan spmax an 3 max Flexible Pipe NOTES: l l 01 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95% max. density; directly v over pipe, hand tamp only. 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA limits of pipe specifications for trench width "W" and trenching ^� ^ 0 65 rise min. options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 J I.D. = 18". gravel backfill gravel backfill for 5. Trench backfill shall conform to "Backfiiling Sewer for pipe bedding Lions 4aundafions when specified Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter B. Pips - Ards Installation shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A, 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3 ; at which point T shall be used. V-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". Backfili material placed in 0.6 loose layers and compacted to 95°!" maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cone., LOPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. 12 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" _ 43" to 142" span / 3 148"to 199" 48" 1�Y ® PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00 ��iV2ps' DEPARTMENT DESIGN AND BACKFILL MARCH 2O08 2" 4" HOT MIX ASPHALT, CLASS INCH HOT MIX ASPHALT, CLASS INCH 'CI eA�r°•� a #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR EACH .. , PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP FRAME AND VANED GRATE S+ 1 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be V. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification M4.3. PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* - 12" (STD. SPEC, 9-0520) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION �Y hPUBLIC WORKS CATCH BASIN TYPE 1 . P - 200.00 DEPARTMENT MARCH 2O08 *- 95% COMPACTED, 1 1/4- CRUSHED SURFACING I i I � FI I T) � I ITT 1111(( 1_BSE I11i I C I 9A03.9(3�RSE, WSDOT T 1 95% COMPACTED SUBGRADE NO 1. DEPTHS ARE COMPACTED THICKNESS. I CI N.T.S. 6" FLEXIBLE PERFORATED TO INFILTRATIOI TRENCH FLAN VIEW SUMP WITH SOLID LID ROOF DRAIN OVERFLOW WYE SPLASH BLOCK FROP TEE TO INFILTRATION 1' MIN TRENCH 1' MIN. SUMP FINE MESH SCREEN �-� 5' MIN. TYPE 1 CB SUMP WITH SOLID LID DIET CONTROL STRUCTURE NTS VARIES 5' R 0.50' i I 2.07 TYP. to i o ° 1 </ CONCRETE CEMENT 2" CSTC TOP OF WALL ELEV. - BOTTOM OF WALL ELEV. - WALL NOTES: 1) THE WALLS SHOWN ARE FOR GRADING PURPOSES ONLY. WALLS OVER 4-FEET REQUIRE A BUILDING PERMIT. 2) WALLS OVER 2.5-FEET MUST PROVIDE A RAILING OR FENCE. 3) RETAINING WALLS ARE LIMITED GEN TO 6-FEET IN HEIGHT. 3)" N.T.S. 1 'ti • �1 i ti 5' 0.50' HEIGHT VARIES SEE SHEET C4. 2.0% TYP. ° 0 I�IIII�IIIII�IIIII�IIIIIIIIII III II�II 4" CONCRETE CEMENT 2" CSTC BOTTOM OF WALL ELEV. HEIGHT VARIES, SEE SHEET C4. �- WASHED DRAIN ROCK 48LF 6" PERFORATED 1.5"0 TO 0.75"0 0 N ADS -12 PIPE 0 .00% ADS ED IN GE 0 E 1 FI A IO I FABRIC. NTS INFILTRATION FACILITY NOTES: 1. CONTRACTOR SHALL EMPLOY REASONABLE MEANS TO AVOID COMPACTION OF THE INFILTRATION SURFACE, SUCH AS THE USE OF LIGHT TRUCKED EQUIPMENT, DRAGLINES, TRACK HOES, ETC. THE INFILTRATION AREA SHALL BE FLAGGED OR MARKED WHEN IT HAS BEEN EXCAVATED TO A DEPTH OF 4 FEET FROM THE FLOOR OF THE INFILTRATION FACILITY TO KEEP HEAVY EQUIPMENT AND RUBBER TIRED VEHICLES FROM ENTERING THE AREA. 2. AFTER EXCAVATION OF THE INFILTRATION GALLERY TO FINAL DEPTH, CONTRACTOR SHALL COORDINATE NTH THE ENGINEER TO ARRANGE FOR INFILTRATION TESTING. SUFFICIENT TIME SHALL BE ALLOWED FOR TESTING AND POSSIBLE REVISIONS TO THE GALLERY CONFIGURATION RESULTING THEREFROM. 3. THE TYPE OF FLOW CONTROL BMP IS LIMITED INFILTRATION. BACKFILL FINISHED GRADE 69 �/\A 9T WRAP SIDE TOP OF TE IN GEO TE', FABRIC 48LF 6" PERFORATED ADS N-12 PIPE 0 0.00% WRAPPED IN GEOTEXTTLE FABRIC. TOP OF WALL ELEV. WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WRH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT i APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY 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 AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH B-MR. BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWAC105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICT'S OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED, ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR, THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. B. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOTHE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. `• o PUBLIC WORKS WAM. PIM - 300.0 '� DEPARTMENT MARCH 2O10 INSIDE HOUSE PREFERRED CONFIGURATION G 5 �2 (3 $ 10 4 2 FLOW OUTSIDE FOUNDATION ADJACENT TO WATER METER Y LINE 0 0 0 0/-SAWDUST FILL 7 6„ v FROM 6" P A GRA L WATER ; TYP METER 1 10 3 10 8 10 OFLOW ILL - Flow ------- FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM AMT 1 90° GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY 'DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION ,IL1C v 0LL� & 1" INDIVIDUAL PRESSURE REDUCING STD. P - 340.5 .G VALVE r Dl;t'.�I�__�iL_ 1 ASSEMBLY r, _l °L1ti.,E muNTERRA A PORTION OF THE SW 1/4 OF THE NE 1/4 OF SECTION 08, TWN 23N, RNG 05E WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON 13"x24" PLASTIC MEFER BOX EQUAL TO MID --STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) CIT PIP W , IN UNIMPROVED RIGHT OF uj z I J WAY INSTALL METER BOX AT J PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w 9° MIN 0 SIDEWALK 12" MAX 1 n00 . I FINISH GRADE . - z ¢ w TOUCHREAD WATER > METER TO BE PRIVATE PIPING SUPPLIED BY THE 12 z x 36" MIN COVER N Qo CITY g 2> TYPE "K" SOFT 0 0 / COPPER TUBING a no NEW DUCTILE 1 IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 APT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST I AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. cY AND 1" WATER SERVICE STD. PLAN - 320.1 as T'LLTI( Ve{,PhS 4 $ L'1 ' ART`:IL vT W (SEE NOTE 7) BEDDING MATERIAL SANITARY SEWER PIPE i FOUNDATION LIMITS OF PIPE ZONE i!' O.f 119im 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES, 3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-a09.4 OF THE STANDARD SPECIFICATIONS. W z I� O I 0 Fy 1-L)\1N TO CITY METER STACKED METER SECTION\-6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", I PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE: INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE. DCVA MUST BE TESTED BY A STATE CERIIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO .THE WATER METER. i4" TO 2" DOUBLE CHECK VALVE STD. P - 340.8 4 PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR DEPARTMENT SPRINKLER RESIDENTIAL FIRE S �MARCH 2010 i RECESSED UFT POCKET l3/4- LETTERING "SEWER" rl� � ■�Ilf SIN« � ii I414r1k . BOLT SOC. (ALLEN HEAD) I sa- fe� NOW STEEL •,• #00981177 c o " CLASS a ASPHALT �s� Sf M W l-"' 11.> ��-----12-1/41' - OAST IRON RING ANQ COVER r rr. Not to Scale a �e FRAME -nil nl waAcren 4y `l N(p 4P 45 (1/8) BEND b # !" • r w !• PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369503) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, POUR A V-0"" THICK. 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, _ _ y 777777777 T 8' OR 6" CLEANOUT PUBLIC r DDINGUN # T �. DEPARTMENT SANITARY FOR ,. irk' .. � _. _ __... ..._.. ..... , ... .. _.. ... _.... CALL 48 HOURS ®p ®CITY RENTON ® `.pp ®y BEFORE YOU DIG APPIlXNM IN DATES DIAL 811 BY DATE ARWWM EIY DATE AMIROVM EI1' DATE kl e PERM ® ITS 1 201 3 yAm" 0 6 uA'k 2 SITE i 905 SUNSET BLVD RENTON, A 98056 SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE 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. 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF 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. 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,APP N ODIFIED Y THE CITY OF RENTON IN THE RENTON STANDARD PLANS & AAS APPROVED B 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 EN11RE 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. 16. IN 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. r�i 1---EX. SEWER MAIN ® PROPERTY LINE _,----SPOOL (LENGTH AS NEEDED) 6" SEWER STUBS M J FUTURE 4' SIDE SEWER 2% 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 6" TEE 6" CAP WHITE WITH THE WORD "SEWER" STENCILED w) IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND o� EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) a { 6"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER ( (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON UD), ( (SEE STO. PLAN 403.1 FOR INSTALLATION) �----Z B LE THREADED CLEAN -OUT ADAPTER HUB (OR APPROVED EQUAL) R EXISTING SANITARY --3 SNO MAIN __.-2.0% MIN. SLOPE FUTURE 4" SIDE SEWER 6" SEWER STUD 6'X6"X6'WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE A. VITRIFIED CLAY MAIN --- CUT IN A NEW PVC 'TEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN -- CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES MALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. �S 3000 IX CONCRETE� o (0 Y- 0 T c6 lb N r N d) t- o 0 a W W F- f- z z W W o O O O O I- z z W W Cr CC* LL ILL O O � r F- E- U U W W a. a a1c111111 I'AUL )F WASgI .7023GIST0, ZONAL C d� d� U co co q co CID lf') tt3 U cat �t w � iii pq U .� W U �m (; o 1444, Is c(n W M Z � N3 O r M d -.<0 to •. • Co 0 • 0 IL Ca BLOCKENa 2`' 0 . o ®C� 2R MIN SLOPE 0 c 0 bet TEE HORIZONTAL a U 6" MIN. SEWER SEWER MAIN MAIN Designed: DPS GONCREJE EIOOKING ANGLE. ��E AT MAIN aETWEEN 2s• AND 45° TYPICAL SIDE SEWER Drawn: MRL Checked: DPS UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5` COVER AT PROPERTY LINE OR 3-5° LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. Scale: NTS Date: 09.20.16 STANDARD 'SIDE SEWER STD. PLAN -406.1 Job No.: 14038 PUBLIC WORKS AP a VEa: DEPARTMENT INSTALLATION Sheet No:: Mime (SEWER qa pp epo plw� wry®� m■ PROPERTY PER LINE a } werva DA 9 of 14 Sheets BGb$� jj5pp3 15' WATER AND SEWER EASEMENT AFN 7811080782 S89°44'59' 3.8' ASPHALT El THICKENED EDGE A`. Ao _ z I 0000000� 3' WOOD FENCE - MONTERRA PORTION 1 OF 1_ SECTION 1: TWN 23N, RNG 1 MERIDIAN,WILLAMETTE i 1 24' ACESS AND UTII ITIF� FA.:�FMFNT 90°00'00" (LLA) (ROS) 90°00'00" (LLA) (ROS) SSMH RIM=213.41 IE 12" CONC N=203.33 IE 12" CONC S=203.27 EAST RIDGE 40 1 / FOUND 1/2" IRON PIPE N // 0.66 WEST/0.11 NORTH OF / o // RECORD 2' DOWN N89°44'59"W 129.46' JA - - - - - - - — - - - - 00 _ o CONCRETE WALK / FENCE CROSSES LINE / 3.7' WEST OF CORNER q/ FENCE CROSSES LINE 0.7' NORTH OF CORNER 7"X7" FENCE POST o I m 0 00 o Lu ca ui I ui In Lu co ASPHALT I THICKENED EDGE II it I 212 89°44'5-9"E II 60.00" Y j�— N-B-9°43'L1" E — F1325.19' 89°27'14" (LLA) (ROS I90°31'50" (LLA) (ROS) Ll___� O ry w o P o 0 z N nz FOUND MON. IN CASE 09/02/2016 O �00�. C�) FOUND MON. IN CASE 09/02/2016 FOUND MON. IN CASE 09/02/2016 -0- ASPHALT THICKENED EDGE CB TYPE 1 RIM=213.19 IE 12" CONC S=210.74 IE 12" CONC N=201.94 J I i Ln v //_'"�CURB AND i� Ln I / GUTTER Ln ; rn CB TYPE 1 RIM=209.04 // _N IE 12" CONC S=206.42 IE 12" CONC N=206.42 I cog// ,'SSMH RIM=207.80 / IE 12" CONC N=202.38 IE 12" CONC E=202.34 LADDER WEST SSMH RIM=207.76 % IE 12" CONC N=199.91 ��V IE 12" CONC S=199.84 IE 12" CONC W=200.51 LADDER EAST Q J Lo 0 N 0 (/� w� mz U)Fy aQ wm :11 1'< SITE ADDRESSi 905 RENTON, 10 0 5 10 20 1 inch = 10 feet. HORIZONTAL DATUM ASSUMED THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST IS NORTH 0015'57" EAST AS SHOWN ON CITY OF RENTON LOT LINE ADJUSTMENT RECORDING NUMBER 20070320900004 VERTICAL DATUM VERTICAL DATUM: NAVD 88 CITY OF RENTON MONUMENT #398 ELEVA110N=285.085 SURVEY NOTES 1. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE "SURVEY RECORDING ACT", CHAPTER 58.09 RCW AND 332-130 WAC. 2. EQUIPMENT USED: TRIMBLE 5600 TOTAL STATION 3. METHOD AND DATE OF MONUMENT LOCATION: FIELD TRAVERSE SEPTEMBER OF 2014 SURVEY REFERENCES (LLA) CITY OF RENTON LOT LINE ADJUSTMENT UNDER RECORDING NUMBER 20070320900004 (ROS) RECORD OF SURVEY UNDER RECORDING NUMBER 7711089006 SYMBOL LEGEND -O- UTILITY POLE ❑ CATCH BASIN TYPE 1 STREET LIGHT i� o FOUND IRON PIPE - O STORM DRAIN MANHOLE 0 QS SEWER MANHOLE oDECIDUOUS TREE 0 TELEPHONE RISER -6 FIRE HYDRANT ® WATER METER D4 WATER VALVE & HANDICAP RAMP m JUNCTION BOX 000000• ROCK WALL BENCH MARK #398 ELEV=285.09 CALL 48 HOURS BEFORE YOU DIG DIAL 811 c®:--3-16009 GENERAL LANDSCAPE NOTES 1. Contractor is responsible for obtaining all necessary permits from the appropriate agency,Prior to commencing work. Contractor shall contact Line Locators (811) a mina of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines and landscaping, it is the contractor's responsibility to' contact the landscape architect and request a site visit to address the conflicts. Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project related requirements. 2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns, inspections and approvals. Contractor shall provide the landscape architect with a written request for a site visit to address any related items. 3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve the design indicated on the landscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achieve a complete project, unless directed otherwise by the general contractor or landscape architect. 4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civil or drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positive drainage away from all structures. 5. Grade Preparation: All planting areas shall be cleaned of all construction and native debris, rocks 1" and larger, and any other objects considered harmful to plant life. The debris shall be hauled off site. All planting bed areas shall have the soil rototilled to a depth of 6 inches prior to topsoil installation. Planting bed Areas to receive a min. 6" layer of sandy loam topsoil (3-way mix or equivalent) free of weeds, sticks, rocks, and other debris. Contractor responsible for ensuring appropriate sub grade exists in all parking area planters. If sub grade is inadequate, it is contractors responsibility to coordinate costs and work required to prep beds for planting. 6. Mulching: All planting pits to receive a minimum of 3" of Medium grind black bark mulch. Top of all Mulching shall be'/" below - flush to the top of all paving surfaces. Provide for a min. 6" clearance of all mulches and lawns that are immediately adjacent to any building faces measured from the bottom of siding to the top of landscape surface. 7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any field modifications shall be done by the landscape architect prior to planting. 8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shall be permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainage solution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence. 9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of the groundcovers in distances indicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements. 10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, owner and agency approval. Any substitutions will be with material of similar size, growth characteristics, and quality. 11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition. 12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. All landscape and irrigation work shall be performed by experienced persons familiar with scope of project. 13. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion. 14. When planting 'Balled and Burlapped' product, gently place root ball in prepared hole with burlap still on the root ball. Remove all wire from any B&B plant material, cut jute strings and roll burlap off top of root ball. If burlap is green in color, carefully remove the entire burlap bag and all binding from the root ball. 15. Street trees shall have caliper size of at least 2" measure per American Association of Nurserymen Standards. 16. Street trees shall be high branching with canopy that starts at least 6' above finish grade. 17. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant I.D. tags shall be removed and discarded appropriately. 18. Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees, shrubs and other woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and form. 19. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form of the tree, encourage vigorous growth to a mature spread and height, and avoid weakening the tree to create a hazard. Street trees shall not be topped pollarded, or otherwise pruned in a manner contrary to these goals, unless there is no practicable alternative that would preserve essential utility services. 20. Plant material selected is drought tolerant or native species. The project proponent shall be responsible for maintaining and watering all plant material throughout the first growing season and in times of drought. Temporary irrigation shall be provided via a hose bib located on the building. TEMPORARY IRRIGATION The project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the restoration area between May 1 and October 15 for a least the first two years following initial planting. The calculated amount of required water shall include both natural rainfall and temporary irrigation. / \ (X) / \ EQUIDISTAIO'• DISTANCE (X) PER PLANT LEGEND NOTES: ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING AS SPECIFIED IN THE PLANT LEGEND. LOCATE GROUNDCOVER ONE-HALF OF SPECIFIED ON -CENTER SPACING FROM ANY CURB, SIDEWALK OR OTHER HARD SURFACE. WHEN PLANTING ON A STEEP SLOPE, MAINTAIN PLANT IN VERTICAL POSITION WITHIN PLANTING PIT. MAKE A RIM ON DOWNSLOPE SIDE OF PLANT PIT TO RETAIN R. MULCH TO DEPTH— % SPECIFIED IN NOTES FORM CONTINUOUS RIM BACKFILL W/ BACKFILL MIXTURE AS INDICATED IN NOTE IN 9" LAYERS. WATER AND TAMP TO REMOVE AIR POCKETS M M M ---------------------- ;s /0 r, r r, r f I I II I, II 11 If " TREES LOCATED OFF CS� i - — �— \� < A �- — — — — — — - — — — — — — — — — — — — -� i — — — — — - — — — — - REMOVE ALL WIRE WRAP AND PLASTIC WRAP. REMOVE BURLAP FROM TOP OF ROOT BALL MULCH & TOPSOIL OR AMENDED BASE, REFER TO LANDSCAPE () NOTES FOR DEPTH _ HEN B&B: REMOVE ALL III —III RE AND ROLL BURLAP OF _ F OF TOP OF ROOTBALL - � �f-III-III- -1 i i-1 I I=1 1- =� =1 I; NOTES: 1. PLANTING BACKFILL: 50% EXISTING SOIL, 50% 1/4 MINUS 2 X BALL DIA. COMPOST, MIXED THOROUGHLY 2. FOR MULCH TYPE SEE LANDSCAPE NOTES. 3. IF B&B AND BURLAP IS GREEN IN COLOR. REMOVE COMPLETELY BEFORE INSTALLING PLANT. LANDSCAPE PLAN rf� LOW OR DCOVER TO COMODATE SIGHT DISTANCE / 90 ,Q A W ;/ SIRE T FREESW 41 17 s1 LOWSHR SS , r, r TREES SYMBOL QTY T1 2 b9 15 .+ 20 S1 DESCRIPTION Acer platanoides 'Crimson Sentry' Crimson Sentry Maple Calocedrus decurrens Incense Cedar Azalea'Girard's Hotshof Girards Hot Shot Azalea Nandina domestica c. 'Moonbay' MoonBay Heavenly Bamboo lam 2" Cal. Min. Well Formed 6' Ht. Min. Full / Compact 2 Gal. 2 Gal. Huechera varieties 1 gal. S6 Caramel, Marmalade, Dark Knight, Fire Chief, Green Cotoneaseter damerii 'Coral Beauty' 1 Gal. Coral Beauty Cotoneaster @ 24" O.C. Triangular Spacing LL Id r1l CO 4) �-a -0 PA Cd 0 O 19 CL REVISIONS: B. REVISED PER CITY COMMENTS C. REVISED W NEW BASE PLAN DRAWING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 21, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1611 FILE NAME: 1611 LSC X-REFS: CES DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1"=10'-0" 1 r Irrigation C I SYM. EQUIPMENT PSI GPM Radius I , ® RAINBIRD 1800PRS 15 SERIES MPR H 30 1.85 15' I ( I I 0 RAINBIRD 1800PRS 15 SERIES MPR F 30 3.70 15' �� ' ��� :✓ S89°44'59"E 91.00' 3 1 f MP1000-90, adjustable from 90 to 210 40 .19 8 -15 I I 1 R- MP1000-210, adjustable from 2100 to 2700 40 .37 8- 15' -------------------=----- ----------------- ------ --- --------------- -15'-- MP1000-360 3600 40 .75 8' nn nn M -_ M M nn nn M nn nn __------_-- nn _______-- ^^ -!- ^^ -------------------------------- -w--------- ------------------------------- --------------------- )- s I r_ e MP2000-90 = 13' to 21' radius, adjustable from 900 to 2100 40 - I- I 40 13 21 o ---�-------- �� -- - - ---- 1: B MP2000-210 = 13' to 21' radius, adjustable from 2100 #0 270° 40 .74 13'-21' _ ��► ISO NT OF ONNECTION I 1 i N (; I K. f ©.../ ® MP2000-360= 13'to21'radius, 3600 40 1.47 13'-21' --------- ---------) ---=�� --- P.O-C. -----------------,------- - - --- -I . + I l' i- . ..: I �. MP3000-90 = 22 to 30 radius, 4� S EVE 11ND R ALL 4 adjustable from 90 to 210 40 .86 22 -30 MP3000-210 = 22' to 30' radius adjustable from 2100 to 2700 40 1.82 22-30' 1 :. ;... I ....... / I ® - - 1 .DRIV/EWAYS TY ? ►: 1 i F MP3000 360 - 22 to 30 radius, 360 40 3.64 22 30 I i / ® S89.4459"E 5 00' MA K LOCATION ON CURES --- - - __ - - ----- - - ------------------ - -- ---1=- -1-- : 0 1 r --- - ---- ---------- - _ ._ _ �_ - __ ---4"' / I MPLCS515 Left corner strip,5 x 15 40 .22 15 �---_.. 1 S - x _. r ® MPRCS515 - Right corner strip,5 x 15 40 .22 15 ► ": :.:. :, O _. . = �, - v O; T 0 O. ► E / / ® IF MPSS530 - Side strip,5 x 30 40 , E i. «l .. _... .... .............. .. _... ...._ _.....,. ........ . MPCORNER - 8 to 15 radius adjustable from 45 to 105 40 c: 1 .19,.39,.45 8-15 I : y....__......,0....... �, H, 0,:`� 0.... �,_; _::::.::::....................................... / 11 9 O.... O. E?.... a......J / 1 1 „ ; I / O / , o_ c ..�_......�... Q r e HUNTER 1.20.60.36V. ADV. STD. N. 40 1.0 40 1, :. ............................. ....,..,..................................... ® f ............ .,:. .. .... .. .., ...;...... ., is jj _............. .... =s. / HUNTER 1.20.60.36V ADV. STD. N. 40 2.0 40 I ❑ ❑ ::. / w 4 O :: ❑ I HUNTER 1.20.60.36V. ADV. STD. N. 40 4.0 40' ❑;; 0 5 - RAINBIRD - 5RC - QUICK COUPLER VALVE 41 - RAINBIRD OR NETAFIM DRIP ZONES - 24" DRIP LINE IN SENSOR 1 1 I .fir' / i , 1 / cr j/ ,, ✓3 OODINATE LOCAL" ON W/ G.C. AQUA BALL VALVE (1-1/2) 200 PSI THREADED ENDS 1 I pNTROLLER >O ATION 11 4"SLEEVE / FEBCO DOUBLE CHECK ASSEMBLY- 850J-DC ( 1-1/2) I I W COORDINATWI H G.C. / _ - I ® ! UNDER SIDkWALK Lr),v: G.C. TOP OVIDE POWE TO CLOCK 11 �- ..., ► / ' � MARK'EDGE OF STRAINER -WILKINS (1-1/2") /® �;. ... ( .._ BRASS STRAINER WITH 100 MESH SCREEN „ ► w.., I LL _ / SIDEWAL WHERE SLEEVE ARE PRESSURE REDUCING VALVE - WILKINS PRV 600 SERIES LO AT INSTALL ONLY IF PRESSURE EXCEEDS 75 PSI I = 4 � E 11 w ❑ 2 SLEEV ❑ ICV - G SERIES AUTO CONTROL VALVE ;; ► / ► UNOER AL WALKWAYS T 1 WATER METER, P.O.C. 11 BUILDING TYPI II f Imo/ ® RAIN SENSOR W/ BY-PASS SWITCH I ❑ ,r 1 2 MAITYR ., NLIN -D CHAMPION MANUAL DRAIN VALVE �� � T RAINBIRD ESP -ET STATION IN WEATHERPROOF CASE MOUNTED ON BUILDING _..__ _««w __....; _.... ___.._ ... .................... / C GENERAL CONTRACTOR TO SUPPLY 110 POWER SOURCE FOR CLOCK-� .. \ . / r q N894459"W 129.46' DRIPLINE - NETAFIM OR EQUIV. 24" SPACING EMMITERS - - - 11��------______-_ ��------- -- ---- - --.--. - _ - --- 1/ ;'� �11 SLEEVE°..NDER SIDE W LK 1/2 THRU 1-1/4 SCH. 40 PVC LATERAL LINE , -- -.- - - _ - 1 1/2" SCHEDULE 40 PVC MAINLINE - - - - - - - - -- - ----------------------------= = =- - _ - - - - - - -__ - - - 4. ___ -------------.A - ------ _ -- ---- ------- NONE DIRECT BURY CONTROL WIRING, USE WHITE AS COMMON - --J RED FOR SIGNAL, AND YELLOW AS SPARE NONE ARMOR BACKFLOW BOX W/ LOCKING LID NONE ARMOR CONTROL VALVE BOX W/ GREEN LOCKING LID i %7' -It NONE ARMOR MANUAL DRAIN VALVE BOX W/ GREEN LID GRAPHIC SCALE N 10 0 5 10 20 IRRIGATION PLAN IRRIGATION NOTES 1. Irrigation system engineering based on a 1" water meter connection. The installer to verify ( IN FEET ) adequate static water pressure at time of installation. System designed to run at 40 PSI. 1 inch = 10 ft. Install pressure reducer when necessary. 2. Irrigation lines are that are shown within hard surface areas for clarity, shall be located within landscape planting areas or underground sleeves. All valves shall be installed within protective boxes installed flush and level with finished grade. 3. Install all equipment per state and local codes. Call Line Locaters prior to digging at 811. The installer shall be responsible for all permits, tests and inspections as required. 4. See civil drawings to verify all utility locations. 5. Coordinate with the general contractor for the required power and installation of sleeving, IMPORTANT NOTE: 1. CONTRACTOR SHALL COORDINATE PLACEMENT OF IRRIGATION 6. Install manual drains at all low points and record all locations on the "Record Drawings". SLEEVING PRIOR TO ANY PAVING OF HARD SURFACES. GENERAL 7. Adjust radius on all sprinkler heads to maximize the coverage and minimize overspray on all CONTRACTOR SHALL NOTIFY LANDSCAPE CONTRACTOR OF ANY hard surfaces. Add anti -drain check valves to low heads to eliminate drainage and run-off. PAVING PRIOR TO INSTALLATION OF PAVING TO ALLOW TIME FOR 8. Install the Controller as per detail, coordinate with the General Contractor for 110 volt power PLACEMENT' OF SLEEVING. required. Provide and install rain sensors on an eight foor past near each controller. 2- ALL SLEEVING SHALL BE LOCATED WITH MARKINGS ON THE 9. Main line& wiring to have a minimum cover of 18" and all lateral piping 12". VERTICAL EDGE OF THE CONCRETE PAVING BY THE CONCRETE 10. Use select "rock free" materials to backfill all trenches and compact to 85°lo density for CONTRACTOR AT TIME OF POUR. 1`? landscape areas and 95% for areas under concrete or asphalt. 3. IRRIGATION CONTRACTOR SHALL INSTALL A VISUAL POP UP 11. As part of the contract, the landscaae contractor is to winterize in the fall and activate the INDICATOR AT EACH ZONE OF DRIP LINE. RAINBIRD X17500 . system in the spring for one year. NatureBy Landscape Architecture ,qqr 253.460.6067 1320 Alameda Avenue, Suite B, Fraest, WA 98M www.naturebydesigninc.com p � CQ I �z� oZ a �Qa w 4 �a 0 a REVISIONS: B. REVISED PER CITY COMMENTS C. REVISED W NEW BASE PLAN DRAINING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 21, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1611 FILE NAME: 1611 LSC X REFS: CES DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: 1"=10'-011 coaa®',3 9®4,!} A 6" (!pn 4 d ° 4 3" 3' a.• o O 0 ° a. v.Q ° 4, I 4 4 TOP VIEW 6„ 4 d d A. ° 4 4 ° .. °... EXISTG GROUND TEST COCKS RESILIENT SEATED i — ° q (4 REQ`D.) 6" MIN. SHUTOFF VALVES (2 REQD.) 3e 3„ 8„ MAX 4 4 4 UNIONS (2 REQ`D.) NO GALVANIZED PIPE ° ON INLET SIDE OF 6" MIN. •, ASSEMBLY PLASTIC OR CEMENT A SIDE VIEW METER BOX o"v° $00(Z' 0'f 4� 00 � o� 0� °�°Oo®"61J °0�oo ®e ®� o°O®Coo %f.®R (BELOW GROUND INSTALLATION) GRAVEL\ a 12" MIN. DOUBLE CHECK VALVE ASSEMBLY 2" & SMALLER NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLLOWING: APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH THE GROUND. DESIGNED FOR BACK SIPHONAGE AND BACK RESSURE. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION F BACK FLOW PREVENTER. NO GALVANIZED PIPE BEFORE ASSEMBLY. THE DCVA MAY BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. VALVE SHALL E PROTECTED FROM FREEZING CONDITIONS. THE BACK FLOW ASSEMBLY SHALL BE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED MODEL. N.T.S. r0P OF MULCH ,PRINKLER RS) PRS) :)E Y OR ELL PVC TEE MAINLINE ---a a - 00 0 0 ° O o a 0 00 o Oo 9 04% 0 Q0 0 0 MANUAL DR ASSEMBLY N.T.S. WATER METER r— BALL VALVE / RUBBER VALVE MARKER 2" CL-160 PVC SLEEVE (LENGTH AS REQUIRED) / MANUAL DRAIN 0 . 0 ° 00 0 0 0 24" GRAVEL SUMP 00 00 o O 0,o0 0 &o 0 Z00 MANUAL DRAIN VALVE PVC TH'D. UNION ®V® M®INLINE QUICK COUPLING VALVE PRESSURE REDUCING VALVE STRAINER DOUBLE CHECK VALVE P.O.C. AVIEW N.T.S. N.T.S. NOTE: NOMINAL• PUICK C'OUPLER VALVE N.T.S. OFINISH GRADE/TOP OF QUICK -COUPLING VALVE: RAIN .D MODEL 3 VALVE BOX WITH COVER: RAIN .D 6. D O3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE AS REQUIRED) Q PVC SCH i STREET PVC SCH ji TEE OR PVC MAINLINE PIPE PVC SCH 40 ELL REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS . • R EQUIVALENT SUPPOTT SYSTEll Nature y Design Landscape Architecture 253.460.6067 1320 Alameda Avenue, Suite B, Firaest, WA 9"W www.naturebydesigninc.com � O 4j C%2 VN P, C Q, ® O M O IL REVISIONS: B. REVISED PER CITY COMMENTS C. REVISED W NEW BASE PLAN DRAWING ISSUED FOR: AGENCY REVIEW DATE: OCTOBER 21, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1611 FILE NAME: 1611 LSC X-REFS: CES DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: NTS DRAWING CONTENTS IRRIGATION DETAILS C0 i2-3,706,1Z FINISH GRADE VALVE BOX SEE SPECS. LINE FLUSHING VALVE F-TLFV 1 J� �00�5 r ., COMPRESSION RING (PROVIDED) SEE SPECS .• l —Techline 17mm TUBING BRICK SUPPORTS (THREE) • , �� . 3/4" GRAVEL SUMP I (1 CUBIC FOOT) 0 0`� o Wv-Voo(�5-8�poVV o465 c Ii LI I V (PLUMBED TO Techline SECTION- NO SCALE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR POLY SUPPLY HEADER Techline START CONNECTION MALE ADAPTER Techline®CV TUBING AREA PERIMETER LATERALSPERIMETER TO - FROM MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY Tech l in e R CV END FEED LAYOUT DETAIL - NO SCALE NO SCALE MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY Techline START CONNECTION MALE ADAPTER �..� •9 POLY SUPPLY VE=� Techline START CONNECTION DETAILSEE WATTWOVITRIVO-Tev VALVE WITH DISC FILTE. AND .. AREA P021WETEt Techline@CV TUBING DETAIL - NO SCALE FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE 3/4"M x 1 /2"F TxT REDUCTION BUSHING 3/4" PVC COUPLING (TXT) 3/4" SCH 80 RISER (LENGTH AS REQUIRED) oU BRICK SUPPORTS o (THREE) o `E 3/4" CRUSHED GRAVEL SUMP POLY TUBING CLAMPED TO PVC INSERT FITTING i I STAINLESS STEEL CLAMPS RELIEFR8�ACUUIIVII (PLUMBED TO POLY) SECTION - NO SCALE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Techline START CONNECTION MALE ADAPTER SUPPLY HEADER Techline®CV TUBING ISLAND PERIMETER Techline TEE Techline ELL MANUAL FLUSH VALVE PLUMBED TO Techline®CV Tech l in e@ CV ISLAND LAYOUT FINISH GRADE Techline ELBOW — Techline TUBING — BLANK Techline — TUBING Techline 3/4" MALE ADAPTER PVC TEE (SxSxT) — PVC PIPING .SEE SPECS SEE SPECS Techline START CONNECTION (PVC TO ELBOW) SECTION - NO SCALE MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY MODEL: TLSOV 17mm BLANK TUBING EXHAUST HEADER MODEL: TLCVO Techline® CV DRIP TUBING. FLOW, DRIPPER SPACING, LINE SPACING PER NETAFIM INSTALLATION GUIDELINES INSERT TEE (TYP) MODEL: TLTEE TREE TRUNK 6-INCH SOIL STAPLE (TYP) MODEL: TLS6 Techline® CV SPACING PER NETAFIM INSTALLATION GUIDELINES INSERT CROSS (TYP) MODEL: TLCROS 17mm BLANK TUBING SUPPLY HEADER MODEL: TLCVO 1/2-INCH MALE ADAPTER MODEL: TL050MA SCH. 40 PVC DRIP LATERAL (SIZE PER FLOW) SCH. 40 PVC 1/2-INCH NOTES TO DESIGNER: FEMALE THREADED TEE 1. INSTALL FIRST TECHLINE® CV LOOP 18-INCHES FROM CENTER OF TREE TRUNK. INSTALL EACH ADDITIONAL LOOP PER NETAFIM INSTALLATION GUIDELINES. 2. INSTALL TECHLINE® CV TUBING ON SURFACE TO A MAXIMUM CIF 6-INCHES BELOW GRADE, STAPLE IN PLACE PER MANUFACTURER'S RECOMMENDATION,, BACKFILL, AND SPREAD SURFACE TREATMENT AS DIRECTED BY OTHERS. 3. INSTALL TECHLINE® CV IN ACCORDANCE WITH NETAFIM INSTALLTION GUIDELINES. Techline® CV TWO RING DE AI.L DETAIL - NO SCALE DETAIL - NO SCALE Netafim USA I .0 9. REVISIONS: B. REVISED PER CITY COMMENTS C. REVISED W NEW BASE PLAN DRAWING ISSUED FOR: AGENCY REVIEW OCTOBER 21, 2016 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KATHERINE OWENS CERTIFICATE NO.692 PROJECT NO.: 1611 FILE NAME: 1611 LSC X-REFS: CES DRAWN BY: KLO CHECKED BY: KLO PLOT SCALE: 1:1 DRAWING SCALES: NTS DRAWING CONTENTS IRRIGATION DRIP DETAILS ® WING NO.: L4 4 ` OF 4 A-3966 13