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HomeMy WebLinkAboutzD-3296Set0 N N 0 a. a w Q W 05 x k X X X X X X X X X IkWA MINUS ININLANK DENIS LAW CITY COUNCIL MARCIE PALMER RANDY CORMAN DON PERSSON TERRI BRIERE KING PARKER GREG TAYLOR RICH ZWICKER RECOMMENDED FOR APPROVAL BY BY S' \CAD Library \Logos \BHC Logo \BHClogo bw.Jpg BHC Consultants, LL 720 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com NO. REVISION VICINITY MAP NOT TO SCALE 011111 DRAWING INDEX SHEET DWG NO. NO. 1 G -1 2 G -2 3 G -3 4 C -1 5 C -2 6 C -3 7 C -4 8 C -5 TITLE COVER SHEET, DRAWING INDEX AND VICINITY MAP GENERAL, TESC AND SURVEY NOTES LEGEND, ABBREVIATIONS AND SYMBOLS CLEARING PLAN SITE /PIPING PLAN PROFILES LANDSCAPING /RESTORATION PLAN MISCELLANEOUS DETAILS 9 of ,�©6 SURVEYED: wpm; DESIGNED: NONE H01� r � 1983/IN, :: DATE: CITY 0 F CITY OF RENTON 07-25 -08 VTT �"� mym: PLS R E N TO N DAYTON AVE NE /NE 22ND ST RELDBOOK- DRAINAGE IMPROVEMENT PROJECT P"` cHEacED: �E �H --{ DATUM ��� �: JK IFi ONE I Planning /Building /Public Works Dept. DC SCALE ACCORDMGLY COVER SHEET, INDEX AND VICINITY MAP G-1 SHEET: OF. i �, o , � , L �c b 0 0 0 00 d H � Z �c o c\ �z � N y �a o� �y I N 1 0 0 a X GENERAL NOTES: X X1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH X THE 2006 EDITION OF THE STATE OF WASHINGTON STANDARD X SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL X CONSTRUCTION (WSDOT /APWA) AS SUPPLEMENTED BY THE X PROJECT MANUAL FOR CITY OF RENTON DAYTON AVENUE NE AND 22ND STREET DRAINAGE IMPROVEMENTS PROJECT. 2. THE CURRENT EDITION OF THE CITY RENTON STANDARD PLANS IS AVAILABLE AT RENTON CITY HALL. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 4. THE CONTRACTOR SHALL EMPLOY THE PROPER STANDARD OF CARE FOR ALL WORK AROUND EXISTING OVERHEAD AND UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES IN ACCORDANCE WITH SECTION 1 -07.17 OF THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE 1- 800 - 424 -5555 A MINIMUM OF 3 WORKING DAYS BEFORE ANY EXCAVATION. 5. IN ORDER TO AVOID CONFLICT AND TO ALLOW FOR ADJUSTMENTS TO BE MADE, THE CONTRACTOR SHALL POTHOLE EXISTING UTILITY LINES AS REQUIRED TO DETERMINE LOCATIONS IN ADVANCE OF CONSTRUCTION. THIS WORK SHALL BE INCIDENTAL TO OTHER BID ITEMS. 6. AT SOME LOCATIONS NEW FACILITIES AREA LOCATED IN VERY CLOSE PROXIMITY TO EXISTING FIBER OPTIC LINES, WATER LINES, STORM DRAINS, AND OTHER UTILITIES. THE LOCATION OF THE UTILITIES ARE SHOWN ON THE PLAN AND PROFILE VIEWS FOR THE CONVENIENCE OF THE CONTRACTOR AND ARE BASED ON THE BEST INFORMATION AVAILABLE. THE LOCATION OF EXISTING UTILITIES SHOULD BE VIEWED AS APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF AND TO PROTECT ALL EXISTING UTILITIES. POT HOLING MAY BE REQUIRED. PRIOR TO COMMENCING INSTALLATION OF NEW FACILITIES THE CONTRACTOR IS REQUIRED TO INFORM THE ENGINEER AT LEAST 48 HOURS IN ADVANCE, IN WRITING, OF ANY DISCREPANCIES FOUND THAT WOULD IN ANY WAY AFFECT THE VERTICAL OR HORIZONTAL ALIGNMENT OF NEW CONVEYANCE FACILITIES AS THEY ARE SHOWN ON THE PLAN. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES. 8. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH WSDOT /APWA SECTION 1 -10. 9. CONTRACTOR SHALL DEVELOP A TEMPORARY UTILITY BYPASS PLAN, AS REQUIRED TO SUPPORT THE CONTRACTOR'S WORK FOR WATER, SANITARY SEWER, STORMWATER, GAS, ELECTRICITY, TELEPHONE AND /OR ALL OTHER UTILITIES (MAINS AND SERVICES) AFFECTED BY PROJECT CONSTRUCTION. PLAN SHALL ADDRESS CITY AND PROPERTY OWNER COORDINATION. SUBMIT PLAN TO THE CONSTRUCTION REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. 10. PRIOR TO BACKFILL, ALL PIPES AND APPURTENANCES SHALL BE INSPECTED BY THE CITY'S CONSTRUCTION REPRESENTATIVE. INSPECTION SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. 11. UNDERGROUND FACILITIES SHALL BE CLEANED, TESTED, AND APPROVED PRIOR TO PAVING IN CONFORMANCE WITH THE SPECIFICATIONS. 12. CONTRACTOR SHALL COORDINATE WITH CITY REGARDING TEMPORARY CONSTRUCTION EASEMENTS PRIOR TO CONSTRUCTION IN THE AREA. 13. CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON POST MASTER FOR MAIL DELIVERY PROCEDURES DURING CONSTRUCTION. 14. IF ANY NATIVE AMERICAN OR EUROPEAN GRAVE(S) OR ARCHAEOLOGICAL /CULTURAL RESOURCES (INDIAN ARTIFACTS) ARE FOUND, ALL CONSTRUCTION ACTIVITIES SHALL STOP AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com L. t.KUbIUN (;UN I KUL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT SILT AND DEBRIS FROM ENTERING THE EXISTING STORM DRAINAGE FACILITIES AND WATERWAYS, IN COMPLIANCE WITH THE PLANS, THE SPECIFICATIONS AND THE WASHINGTON DEPARTMENT OF ECOLOGY STORM WATER MANAGEMENT MANUAL. 3. CONTRACTOR SHALL DEVELOP AND SUBMIT A CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. SWPPP SHALL CONFORM WITH THE 2005 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, FEBRUARY 2005, WASHINGTON STATE DEPARTMENT OF ECOLOGY. 4. THE EROSION AND SEDIMENTATION CONTROL MEASURES PROVIDED FOR CONSTRUCTION OF THE PROJECT ARE NOT SHOWN ON THE PLANS BUT SHALL BE DETERMINED AND FIELD LOCATED BY THE CONTRACTOR TO SUIT CONDITIONS AND TO BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 5. ALL REQUIRED EROSION /SEDIMENTATION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE, ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ONSITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO ONLY THOSE LIMITS AS ESTABLISHED, APPROVED BY THE CITY'S CONSTRUCTION REPRESENTATIVE AND FLAGGED IN THE FIELD. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION. THE ENGINEER MAY DESIGNATE SPECIFIC TREES OR PLANTING WITHIN THE CLEARING LIMITS TO BE SAVED. THOSE DESIGNATED WILL BE FLAGGED WITH BRIGHT COLORED FLAGGING OF A COLOR CONTRASTING FROM THE CLEARING LIMITS FLAGGING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER WHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, EROSION BLANKETS OR OTHER APPROVED TREATMENT OUTSIDE THE SPECIFIED TIME PERIOD. 8. DEWATERING WATER SHALL BE HANDLED TO ENSURE DISCHARGE MEETS REGULATING WATER QUALITY STANDARDS. DEWATERING DISCHARGE AND OTHER EROSION AND STORMWATER CONTROL ACTIVITIES SHALL CONFORM TO AN APPROVED CONSTRUCTION STORM WATER POLLUTION CONTROL PLAN. 9. THE CONTRACTOR SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH WSDOT STANDARD PLAN 1 -14, AT ALL PROPOSED PROJECT ACCESS SITES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STREET CLEANING, STREET SWEEPING (ONSITE AND OFFSITE) UPON THE DIRECTION OF THE ENGINEER TO UNDERTAKE THE MEASURES DEEMED NECESSARY TO EFFECT SUCH CONTROL. 11. STORM DRAIN RUNOFF FROM THE CONSTRUCTION SITE SHALL NOT AFFECT ADJACENT PROPERTIES. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. m REVISION 13. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TAKEN AND /OR UPGRADED OR EXPANDED FACILITIES /MEASURES PROVE INADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL ADDITIONAL FEATURES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND /OR STORM DRAINAGE SYSTEMS. 14. THE TESC FACILITIES SHALL BE INSPECTED AFTER EACH STORM AND DAILY DURING PROLONGED RAINFALL BY THE CONTRACTOR AND MAINTAINED AS NECESSARY OR AS DIRECTED BY THE ENGINEER TO ENSURE THEIR CONTINUED FUNCTIONING. NECESSARY REPAIRS OR REPLACEMENT OR FACILITIES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND /OR WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE -HALF THE MAXIMUM POTENTIAL DEPTH. R I 1. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ONE CALL LOCATOR SERVICES SHALL BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1- 800 - 424 -5555 3 WORKING DAYS BEFORE ANY EXCAVATION. 3. CONTOUR INTERVAL = 1 FOOT. 4. FIELD SURVEY: KPG, JULY 2007. 5. 12" CORRUGATED PLASTIC PIPE RUNS BOTH UNDERGROUND (INDICATED BY THE DASHED LINETYPE), AND AT GRADE (INDICATED BY THE -SD- LINETYPE). THE WEST TERMINUS OF THE PIPE EMPTIES INTO A MAKESHIFT DITCH CREATED BY STACKED SANDBAGS ON BOTH SIDES OF THE CULVERT. 6. 2.5' x 0.5' YARD DRAIN WITH GRATED TOP. 3" PVC DRAINS TO CB1190. LID ELEVATION OF STRUCTURE= 301.6'. 7. A GRAPEVINE IS SUPPORTED ON A 6' -HIGH CABLE BETWEEN TWO WOODEN POSTS. 8. THIS SURVEY IS LOCATED IN THE NE QUARTER, SEC. 5, T. 23 N. R. 5 E., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. HORIZONTAL AND VERTICAL DATUM ALL SURVEY WORK SHALL FOLLOW THE CITY OF RENTON SURVEYING STANDARDS AND SHALL BE REFERENCED TO AT LEAST TWO CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS CITY MONUMENT. INFORMATION WILL BE AVALABLE AT THE CITY HORIZONTAL DATUM = NAD 83/91 WITH THE FOLLOWING MONUMENT POSITIONS HELD: MIC1 N 189693.91 E 1305567.58 ELEV 294.23 MIC2 N 189690.31 E 1305298.65 ELEV 286.49 MIC5 MIC7 N 190149.64 N 189719.52 E 1305801.73 E 1305797.72 MIC4 ELEV 321.14 ELEV 306.11 N 190146.01 E 1305571.81 ELEV 312.85 VERTICAL DATUM = NAVD 88 WITH ELEVATIONS HELD FOR ABOVE MONUMENTS. SEEM* 11E ME NONE HOFAWWAL, W I a, CITY OF CITY OF RENTON RENTON DAYTON AVE NE /NE 22ND ST am mm ..I DATUM DRAINAGE IMPROVEMENT PROJECT a R" Planning /Building /Public works Dept. SM A�RIOt.Y GENERAL, TESC AND SURVEY NOTES % - P_q6 0 - V1 07 -25 -08 G -2 2 8 ii w UQ W Q 00 N O _O I n 0 a X X X X X X X X X I 01 °o i s a 2090 CB TYPE 2 RIM ELEV = 296.49 IE 12" CMP (TOP OF FILTER) (N) =292.8 IE 12" CMP (TOP OF FILTER) (SW) =291.7 4" PLASTIC IE.= 294.7- P MI, ` A/C S S S S c NE 23RD ST 0 0 \ R/W 2092 CB TYPE 1 RIM ELEV = 292.77 IE 12" CMP (NE) =289.3 IE 12" CMP (W) =289.2 a• 2093 SSMH RIM ELEV= 294.92 IE CENTER =288.5 720 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com NE 1/42 S. 52 T. 23 N., R. 5 E, W.M., KING COUNTY, WASHINGTON m MIC4 v> W SWIMMING POOL PUMP HOUSE W REMOVAL, SEE DWG C -5 LOT 20 n Q 25' ROW I 10111"- R/W Cl*) CB 1190 TYPE 2 RIM ELEV= 301.65 <C IE 4" PLASTIC (N) =301.1 ( IE 3" PVC (SW) =300.9 IE 12" PLASTIC (SW) =300.4 N ( ' GAS LOC UNK v TO PUMP HOUSE 0 AT #2217 0 7' 2165 SSMH 4 "SS RIM ELEV = 300..79 IE CENTER =296.0 _-' 6' W OD 'RR- TIE' ` C. 1'0' DRAIIVAPE . ESMT mac; I A/C CO' ? SS BEND a 3.5' DEEP 2 -STORY a W1 0 0 8 C C. WOOD HOUSE a A u a /4V, . #2302 1 3 0 L e .. FF= 298.9 ' s a a Co 0 N� �13 i J B rain f K 5 f NV U DEC' SEE E 14" 10 SURV �- - NOT 6- a Al �. .0 SEE SURVEY TEL _ D /W. 1 2 OTE #5 4V 9 2 -STORY SEE SURVEY WOOD HOUSE NOTE #6 #2223 0' o� \ �° PLANTER / �q CD l LOT 18 1'y HIGH RAILROAD TI SSMH 1110 RIM ELEV =304.2 NO. I REVISION 1907 YD LID ELEV = 306.63 IE 4" PLASTIC (SE) =305.9 - S 1904 SSMH RIM ELEV= 316.53 IE CENTER =306.5 Lli 30' RO� 1-1 1 1 1905 CB TYPE 1 1906 CB TYPE 1 > cn :�E RIM ELEV= 314.60 RIM ELEV =312.12 w I IE 12" CONC (N) =313.2 IE 12" CONC (S) =310.4 Un ° IE 12" CONC (S) =312.8 Q Z o 4 "W STEEL 0° ABANDONED z: SEE W -3078 v; Q IE =309.5 � 12" CONC 1�r f OVERHEAD POWER /II AND TELEPHONE -� fl a IE 4" SQUARE PVC =305.3 12" CONC IE =305.1 I - i 4 "SS, 5.5' Deep Records Show Not Connected - 2172 SSH RIM ELEV 304.54 IE CENTER =296.3 15' Utility �smt (Sewer) ,q p5f h, ¢� iy'��- UU t7jL'i�G Q p0 1 ••1� OMB 0 NE 22ND ST 0 STORM RUN -OFF J --_-_ EP --- POOLS IN THIS AREA L N 89'13'02" E PAINTED UTILITY LINE, UNIDENTIFIED 1730 SSMH RIM ELEV = 309.54 IE CENTER =302.5 m GENERAL NOTES: 1. CONTRACTORS WORK SHALL BE LIMITED TO DEFINED WORK AREA LIMITS. PROTECT ALL EXISTING FEATURES FROM DAMAGE DURING CONSTRUCTION ACTIVITIES UNLESS IDENTIFIED OR APPROVED BY ENGINEER. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY /ALL DAMAGES TO EXISTING FEATURES BEYOND WORK AREA LIMITS. 2. PROTECT EXISTING UTILITIES FROM DAMAGE. VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS. 3. DURING THE WORK DAY CONSTRUCTION EQUIPMENT AND MATERIALS MAY BE TEMPORARILY PARKED OR PLACED WITHIN THE WORK AREA LIMITS OR RIGHT OF WAY. SUCH USE SHALL NOT INTERFERE WITH THE USE, ACCESS, AND OCCUPANCY OF THE RESIDENTS. 4. FOR STORM DRAINS AND CATCH BASINS, SEE DWG C -2. CONSTRUCTION NOTES 0 WORK AREA LIMIT Q2 PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES, ETC) FROM DAMAGE DURING CONSTRUCTION. U3 INSTALL TEMPORARY CONSTRUCTION FENCE ALONG WORK AREA LIMIT. ® INSTALL TEMPORARY 6 FOOT HIGH CHAIN LINK FENCE ALONG WORK AREA LIMIT, FLUSH WITH GROUND, TIE INTO EXISTING WOOD FENCE. O SURVEY AND REMOVE EXISTING FENCE. © REMOVE EXISTING GATE AND SALVAGE FOR REBUILD. 7 REMOVE FIR TREE AND STUMP TO AT LEAST 2 O FOOT BELOW GROUND. CUT TREE INTO LOGS AND STACK FOR RESIDENT. DISPOSE OF EXCESS AS DIRECTED BY CITY. ® REMOVE TREE AND DISPOSE. �9 LANDSCAPING TREES, SHRUBS, PLANTS. REMOVE ONLY AS NEEDED. TEMPORARY BAG ROOT BALL AND PRESERVE FOR REPLANTING, OR REMOVE AND REPLACE IN -KIND. 10 REMOVE EXISTING 12" ADS PIPE AND CB. SALVAGE TO CITY, OR DISPOSE AS DIRECTED. CAP 4" DRAIN LINES CONNECTED TO CB. REMOVE ROCK SPILLWAY AT 12" PIPE OUTLET. CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON 07 -25 -08 DAYTON AVE NE/NE 22ND ST FRUMO " PAGM DRAINAGE IMPROVEMENT PROJECT DRO16 lid CLEARING PLAN C-1 4 OP 8 ara � C o ` o co r 8 h J a N M 1�- N CL W 2090 CB TYPE 2 RIM ELEV= 296.49 IE 12" CMP (TOP OF FILTER) (N) =292.8 IE 12" CMP (TOP OF FILTER) (SW) =291.7 -- P N 89'14'05" E I _ MIC2 � S - -- -S S -- NE 23RD S R/W 2092 CB TYPE 1 RIM ELEV= 292.77 IF 12" CMP (NE) =289.3 IE 12" CMP (W) =289.2 F-2-1 POTHOLE RESULTS, From Pivetta Survey 9/29/08 Location EL to A, P1 Gas, 1 1/2" black steel 293.14 2' -4" down, 8" from edge of walk. N P2 Power, Qwest, Tele, cable? 292.62 3' -10" down, 5' from walk. 4" PLASTIC I E. =294.7 - U 2093 SSMH RIM ELEV= 294.92 IE CENTER =288.5 NE 1/4, S. 5, T. 23 N., R. 5 E, W.M., KING COUNTY, WASHINGTON Cn U) MIC4 co Ljj z Lij R/W 2- -STORY SEE SURVEY S WOOD HOUSE NOTE #6 \/ #2223 ° N 2 W CO NORTHING P3 Street Light Power, 22" down N 293.0 P C) °���� / I o U') 2A P4 Water Service, 4' -2" down 291.17 Q�� P� TER / �°� ° o o 04 X I P5 Water Service 290.62 LO 0 cn 0,� O2 PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES, 189734.54 P6 Ex. 12" SD, corrugated 291.7 4 "W STEEL 0O z . 7A 189 691.47 P7 SS south of garage, #2217 Dayton 297.93 -- 4 "SS, 5.5' Deep 9 189538.42 Records Show P8 8 "Water Main, Dayton 302.68 Connected P9 Water Sery to #2216 Dayton 305.31 P10 Gas Main, Dayton 305.97 - 1'± HIGH 43' north of CB -7 RAILROAD TIX FI P11 8 "W at 45', 301.36 45' is 4'east, 5' south of CL CB -10 SSMH RIM ELEVEV= 304.24 0 N I U N Ir' O 00 ti o Q I W N O I ^ ^X RECOMMENDED FOR APPROVAL 0/ a log By Daniel Carey 7/25/08 BY IF CENTER =289.5 2 3C DT6' L - x- - - -x -- x. FI CB -9 Kevised 10/3/Uo 1 Re ised Gas Location -Da ton. 2 Ad ed Pothole Info, Revised Desi 1 _� (`R7 -R &Afi ati rR -')A Rol REVISION 1906 CB 1YPE 1 RIM ELEV = 312.12 IE 12" CONC (S)= 1907 YD LID ELEV = 306.63 OVERHEAD POWER IE 4" PLASTIC AND TELEPHONE - (SE) =305.9 ---\ 30" 1 DIRT o O� -- RR TIE & CONC STEP xI � ER12 %4 KEYSTONE =� -304--,,. KEYSTONE BARK JUNIPERI2 "x4 o n a - � ° a a a ° 14< o D RT a o OVERHANG ° A °4 °° �=- y -° � `�B -3 GATE 1 -STORY WOOD HOUSE #2324 14 RT �a FIR24" 1904 SSMH RIM ELEV= 316.53 IE CENTER =306.5 S W CB # NORTHING P9 z 189699.59 1305526.64 \ a 2_1 REVISED GAS LOC PER UTILITY W 2A 189675.39 1305602.39 I Li < MARKINGS � 1905 CB TYPE 1 RIM ELEV= 314.60 IE 12" CONC (N) =313.2 X I 21 REVISED CB -7 189676.81 ° IE 12" CONC (S) =312.8 LO 0 LOCATION HOUSE O2 PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES, 189734.54 N z o 7 ETC) FROM DAMAGE DURING CONSTRUCTION. 4 "W STEEL 0O z . 7A 189 691.47 ABANDONED SEE W -3078 as Q 0 C7�N 12" CONC IE =309.5 f -CB -8 GENERAL NOTES: 1. CONTRACTORS WORK SHALL BE LIMITED TO DEFINED WORK AREA LIMITS. PROTECT ALL EXISTING FEATURES FROM DAMAGE DURING CONSTRUCTION ACTIVITIES UNLESS IDENTIFIED OR APPROVED BY ENGINEER. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY /ALL DAMAGES TO EXISTING FEATURES BEYOND WORK AREA LIMITS. 2. PROTECT EXISTING UTILITIES FROM DAMAGE. VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS. 3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILITIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITIES IF PIPING IN CONFLICT. 4. DURING THE WORK DAY CONSTRUCTION EQUIPMENT AND MATERIALS MAY BE TEMPORARILY PARKED OR PLACED WITHIN THE WORK AREA LIMITS OR RIGHT OF WAY. SUCH USE SHALL NOT INTERFERE WITH THE USE, ACCESS, AND OCCUPANCY OF THE RESIDENTS. 5. ALL CATCH BASINS GRATES AND LIDS SHALL BE LOCKING. 6. SAW CUT AND REPAIR PAVEMENT AS NECESSARY IN ACCORDANCE WITH CITY STANDARD DETAIL H032 -1. CITY MAY ADJUST EXTENT OF PAVEMENT REMOVAL IN THE FIELD. 1Q REVISED GAS LOC CB # NORTHING P9 ADDED POTHOLE 189699.59 1305526.64 \ a 2_1 REVISED GAS LOC PER UTILITY CONSTRUCTION NOTES 2A 189675.39 1305602.39 3 189618.27 MARKINGS 4 189676.47 X I 21 REVISED CB -7 189676.81 WORK AREA LIMIT. 1 LOCATION HOUSE O2 PROTECT EXISTING FEATURE (WOOD FENCE, GARAGE, TREES, 189734.54 #2216 7 ETC) FROM DAMAGE DURING CONSTRUCTION. �CB-7A . 7A 189 691.47 1305814.80 3 O POTHOLE AND SURVEY LOCATION OF EXISTING UTILITIES. -- 4 "SS, 5.5' Deep 9 189538.42 Records Show 189538.42 1305710.17 Not Connected - 2172 SSMH RIM ELEV 304.54 IF CENTER =296.3 \-15' Utility f smt (Sewer) FLAGPOL OMB E E 22ND ST W? 2 CB-10 A/t, - _N 89'13'02" E - P11 PAINTED UTILITY LINE, UNIDENTIFIED 2❑ 1730 SSMH G RIM ELEV= 309.54 EOM IE CENTER =302.5 STORM RUN -OFF EP cn POOLS IN THIS AREA F2_1 REVISED CB -10 TO EAST TO AVOID W THRUST BLOCK, IF NEEDED. EXTEND ASPHALT TO FIT._ ded Pothole -Cam s. DW 8 27 08 s pG SCAM, V80rV: NAVD 19M n and Profile, 1 " =20' NorazoNrA� WD 103/1101 sti ,: CITY OF Dwc o 2 o Res DRAWN: R E N TO N .JL PL ONE INCH DATUM D .. AT FULL WALE � Planning /Building /Public Works Dept. IF Wr ONE INM BY DATE APPR mewl o: SMILE ACCOWNLY DC CATC H BAS I N COORDINATE TABLE CB # NORTHING EASTING 1 189699.59 1305526.64 2 189689.02 1305582.67 2A 189675.39 1305602.39 3 189618.27 1305679.82 4 189676.47 1305680.35 5 189676.81 1305744.28 6 189703.14 1305779.65 6A 189734.54 1305765.87 7 . 7A 189 691.47 1305814.80 8 189771.56 1305819.95 9 189538.42 1305678.17 10 189538.42 1305710.17 REVISED CB -7 20 5 FEET TO EAST 189703.40 1305819.79 OF _W D-329605 d �oacxx ORIGINAL PLANS STAMPED BY JEFFREY S. KRESHEL ON:7 /28/08 PE #32796 EXPIRES: CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON 07 -25 -08 DAYTON AVE NE /NE 22ND ST DRAINAGE IMPROVEMENT PROJECT DRA DRAWgiG ND. SITE /PIPING PLAN C -2 SFIEEf W. 5 8 D -3 D- 3219605 b W 0 0 0 00 Wa co 0') M CB 8, TYPE � - ------ L W/ BI-DIRECTIONAL GRATE - N ASPHALT BERM, RIM EL 36-9-.2 5 F2- ❑ 1 CL CR-9. r&F 11 APPROX 4" HIGH 12 IE=130&.--"Z()r 305.2 0 F2_1 CB-7A, TY 1NI W/ STD STD RATE CB 10, TYPE 1 C -6A, TYPE 1 L W/ ASPHALT BERM, W/ OPEN CLRB-'FACE NLET CHANNELI E ED W/ OPEN CU B FACE 114LET CB-6 BI -DIRECTIONAL -EL GRATE APPRDX 4" HIGH CB -7 � 305.00 El =305- RIM EL 3 5.00 RI Mi RI h 0 0 EL 304.3D 12 IE=299.85 RIM r It IE=301 P10 305.97 EX GROUND 12-' - IE- 302.8± 302.8± M12 12" IE=300.70 -EL GAS 2N"K --.- P9 EL 305.3' CB-3 EX GROUND SURFACE--\ EX GROUND SURFACE---N EX 12" SD 1E 309.5 -I WS --- L 1 -- I r 'I-, A 1 41- 0 %e 0 --------- VEX 12" -305-- SD 305 Aj 305 PROTECT TREE 1E 305.1 ROOTS FROM 12-1 DAMAGE WHILE Q INSTALLING CB w N \-34 LF 68 LF L J 12 LF 12" CPE SD 12" CPE 'D 12" CPE SD 295 ]T fl^= 0 0.050 0-- 00.0656 -0-4-� 00.171 81) LF 32 LF 295 295- 1 12" CPE SD 12" CPE @ 0.026- 0 0.026-c;D/ NE 2 nd S DAYTON AVE' N E DAYTON AVE NE -- - ------- CB-6, TYPE 91 48" W/ RING AND COVER STA 4+43.43 GENERAL NOTES: RIM EL 305.50 12" IE=300.21 1. PROTECT EXISTING UTILITIES FROM DAMAGE. VERIFY DEPTH IF EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS. 11 W/ CB-7, TYPE 2, 48" F2-1 CB-2A, T�PE 2", 48" 1 BI-DIRECTIONAL GRATE W/ RI G AND C_ OVER 2. EXISTING UTILITY LOCATIONS ARE 0 CITY TO SERVICES RELOCATE AT P4, WATER P5 TO NO SUMP W/ RING AND COVER CB --3, TYPE 2", 48" CB-4, TYPE 1 L, STA RIM 3+99.34 EL 303.50 STA RIM EL 4+83.58 305.90± F-2-1 APPROXIMATE, NOT ALL UTILITIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR 12" IE=299.55 12" IE=:300.74 LOCATING ALL UTILITIES. CONTRACTOR SHALL ABOVE NEW STO'RM PIPE. STA 1+81.0 CHANNELIZED CHANNELIZED W/ COORDINATE WITH FRANCHISE UTILITIES IF RIM EL 297.5± W/ RING AND COVER BI-DI ECTIONAL GRATE EL 302. 68 - 1 PIPING IN CONFLICT. r, 12"E IE = �.92.40 STA 2+77.20 STA +35.41 8- w 12"W IE=291.00 RIM EL 303.70 RIM L 301.80 EX GROUND ;rK 3. PIPE LENGTHS ARE APPROXIMATE AND I 12" IE=297.72 12" lf=298.59 SURFACE MEASURED FROM CENTER OF STRUCTURE. 305 CR - 2, TYPE I I -----P2- IDENTIFIED PIPE INVERTS ARE ALSO BASED - - N 1 305 AZ STD GRATE EL 292.62 ON STRUCTURE CENTER LOCATION. F2-1 STA 1+57.01 3-TEL & PWR CB- 1, TYPE 2, 48 RI EL 294.90 L 4. ALL CATCH BASIN GRATES AND LIDS SHALL W/ RING AND COVER 12' IE=290.91 P1 TEL EX GROUND SURFACE ------- BE LOCKING. 300 EL STA 1 +00.0 P5 P4 P3 293.14 PWR LOC UNK ------ RIM EL 2 4.00 EL 290.62 EL 291.17 EL- 293.0 PWR G A S LOC UNK ------ 0 12" IE=2"c 0.20 ..91* ws K 1�v ws K YLWYC NK NKZ 4* SS CONSTRUCTION NOTES- EX 12" IE=290.7± of 1 r- 0 0 P7 EL 297.93 LOC UNK (1E APPX 295-EX 1 POTHOLE AND SURVEY LOCATION OF 12 44 LF 40 LF 1E 297.9 :t F21 0 0 58 LF 8 64 L.F 12" CPE SD �?j -YS' 12" CPE SJD EXISTING UTILITIES. �01 000 12" CPE SD SD APPX 1E 296.0 12" CPE SD SID] @ 0.015 -0- 317� N �q 0 r 0 0 @0.015 ®0015 @ 0.0133 k- c) 290 A I 6�!� 0 - ---- --- ----- 4" SS LOC -- 96 LF 8" S 290 D-329606 Ip UNK " SD APPX S Z� @ 0.056 1E 290.8 APPX IE 288.5 24 LF DAYTO \1 AVE N E 285 - 57 LF F2fl 12" CPE SD ---- 285 12" CPE SD @ 0.0037 @ 0003-7 CA AS AVE N E PAS "FA 0 M rn 0 1* 0 co 17 04 r- 0) of y 0 0 0) 06 0) 06 0) a; 0) cq 0 "i 0 ri 0 C4 0 C4 0 0 0 0 0 0 Ui 0 mi Ui 04 04 04 C14 C44 C4 04 c*4 le) 0) :�- ca XXXXX a. 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 51 o ORIGINAL PLANS STAMPED BY: JEFFREY S. KRESHEL ON:7/28/08 w >- PE #32796 EXPIRES: CALL 3 WORKING DAYS BEFORE YOU DIG o Kevised 1 013%10b 1-800-424-5555 A 0i 1 ReAsed Gas Location -Da yton. Added Pothole-Cam DWC 8/27 08 ScmF- VEffnCAL- NAVD 19M CAM BHC Consultants, LLC RECOMMENDED - KPG H: 1"=202 WRMWAL WD 19W/1991 CITY OF RENTON 07-25-08 1 121 Ad Pothole Info, Revised Design and Profile, 41006 CITY OF hl,� 720 Third Avenue, Suite 1200 w=d11-- 4A FEUMXM* FOR APPROVAL P At 16 9 OT2/108 RJS VL V: 1 "=5' Seattle, Washington 98104-1820 CE 1 -3, C137-8, Added C13-2A, DWC DAYTON AVE NE/NE 22ND ST RENTON By Daniel Carey 7/25/08 MVM: PAW- - PLS DRAINAGE IMPROVEMENT PROJECT P 206.505.3400 ONE MW DATUM DPAWING NO. 206.505.3406 (fax) AT MM WALE Planning/Building/Public Works Dept. C-3 BY WN IF NW ONE MM vmw.bhcconsultants.com - - PROFILES NO. Aw-� SCNE XCOFUNMY REVISION BY DATE APPRI 6C 6 OR 8 L �,���,J�� 3L2 1,)l cD0cDi *t AD IQ x x x x x x x x x 0 0 i 2090 CB TYPE 2 RIM ELEV= 296.49 IE 12" CMP (TOP OF FILTER) (N) =292.8 IE 12" CMP (TOP OF FILTER) (SW) =291.7 RESTORE CURB, WALK TO MATCH EXISTING RESTORE MONUMENT TO SURVEYED LOCATION N 89° 14' MIC2 S S NE 23RD ST Of R/W ____--- --- P (_ A/C 2092 CB TYPE 1� RIM ELEV= 292.77 IE 12" CMP (NE) =289.3 IE 12" CMP (W) =289.2 720 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com cn � 2093 SSMH RIM ELL-V=294.92 IE CENTER =288.5 m NE 1/4, S. 5, T. 23 N., R. 5 E, W.M., KING COUNTY, WASHINGTON SWIMMING POOL PUMP HOUSE RECONSTRUCT, SEE DWG C -5 REPAIR EX ROCKERY BUILD NEW ROCKERY SEE DWG C -5 LOT 20 RIM ELEV =304.: is r17N 7P —`)RQ I EI\ RESTORE CRUSHED GRAVEL PAD I 8 "W INSTALL ROLLED ASPHALT CURB sTo F APPRX 3" HIGH, MATCH AND TIE P Ls II INTO EXISTING CURB ! m REVISION S 1904 SSMH RIM ELEV= 316.53 I IE CENTER =306.5 -� W 30' RO W 1905 CB TYPE 1 > RIM ELEV= 314.60 1906 CB TYPE 1 � IE 12" CONC (N) =313.2 RIM ELEV = 312.12 < w 0 IE 12" CONC (S) =312.8 IE 12" CONC (S) =310.4 LO a 4 "W STEEL _OT 4 °o ABANDONED I O z SEE W -3078 INSTALL NEW TREE 1 -STORY WOOD HOUSE #2324 °© a e a n a a A/C rR -1 n OMB a 12" CONC !E =309.5 —CB -8 ,,—ASPHALT BERM, APPROX 4" HIGH RESTORE EX ASPHALT DITCH - IE 4" SQUARE PVC =305.3 12" CONC !E=305.1 CB-7A 4 "SS, 5.5' Deep Records Show Not Connected �— 2172 SSMH RIM ELEV 304.54 IE CENTER =296.3 15' Utility �smt (Sewer) STOCKPILE I SALVAGED ROCKS AS DIRECTED b�= \A 0, C'9. NE 22ND ST PAINTED UTILITY LINE, UNIDENTIFIED N 89'13'02 E GENERAL NOTES: 1. DISTURBED AREAS NOT SHOWN ON PLANS TO BE SEEDED WITH EROSION CONTROL SEEDING OR AS DIRECTED. 2. PROVIDE A MINIMUM OF 12" DEPTH TOPSOIL IN ALL SEEDING AND PLANTING BEDS. 3. ALL SHRUB PLANTING BEDS TO RECEIVE 2" DEPTH BARK MULCH, MINIMUM. CONSTRUCTION NOTES U1 INSTALL NEW WOOD FENCE TO MATCH EXISTING. �2 RESTORE GATE (WITH SALVAGED EXISTING GATE OR NEW). 03 PLANT NEW OR SALVAGED TREES, SHRUBS, PLANTS TO MATCH EXISTING LANDSCAPING. RESTORE ALL PLANTING BEDS, TOPSOIL, BEAUTY BARK, ETC. ® INSTALL NEW SOD OVER ALL DISTURBED GRASS AREAS ON PROPERTY, AND AS DIRECTED BY THE CITY, QRESTORE GROUND TO MATCH EXISTING SURFACE BY PLACING SILTY SANDY SOIL AND RAKING. © RE— ESTABLISH EXISTING GRADE AND FLOW PATTERNS. RESTORE PAVEMENT AS NECESSARY IN ACCORDANCE WITH CITY STANDARD DETAIL H032 -1. CITY MAY ADJUST THE EXTENT OF RESTORATION IN THE FIELD. O7 GRADE TO DRAIN. t •01 ""10z CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON 07 -25 -08 DAYTON AVE NE /NE 22ND ST �Mr. mm DRAINAGE IMPROVEMENT PROJECT m LANDSCAPING /RESTORATION PLAN C-4 17.7 OP $ 3 c 3GO 7 0 0 0 m-L- - � y �V w Mp " PLANTER INSTALL NEW TREES PER LOT 18 `! BID ITEM, LOCATIONS MAY H!' RAILROAD RAILROAD BE ADJUSTED BYl` CITY .1 , S ssM RIM ELEV =304.: is r17N 7P —`)RQ I EI\ RESTORE CRUSHED GRAVEL PAD I 8 "W INSTALL ROLLED ASPHALT CURB sTo F APPRX 3" HIGH, MATCH AND TIE P Ls II INTO EXISTING CURB ! m REVISION S 1904 SSMH RIM ELEV= 316.53 I IE CENTER =306.5 -� W 30' RO W 1905 CB TYPE 1 > RIM ELEV= 314.60 1906 CB TYPE 1 � IE 12" CONC (N) =313.2 RIM ELEV = 312.12 < w 0 IE 12" CONC (S) =312.8 IE 12" CONC (S) =310.4 LO a 4 "W STEEL _OT 4 °o ABANDONED I O z SEE W -3078 INSTALL NEW TREE 1 -STORY WOOD HOUSE #2324 °© a e a n a a A/C rR -1 n OMB a 12" CONC !E =309.5 —CB -8 ,,—ASPHALT BERM, APPROX 4" HIGH RESTORE EX ASPHALT DITCH - IE 4" SQUARE PVC =305.3 12" CONC !E=305.1 CB-7A 4 "SS, 5.5' Deep Records Show Not Connected �— 2172 SSMH RIM ELEV 304.54 IE CENTER =296.3 15' Utility �smt (Sewer) STOCKPILE I SALVAGED ROCKS AS DIRECTED b�= \A 0, C'9. NE 22ND ST PAINTED UTILITY LINE, UNIDENTIFIED N 89'13'02 E GENERAL NOTES: 1. DISTURBED AREAS NOT SHOWN ON PLANS TO BE SEEDED WITH EROSION CONTROL SEEDING OR AS DIRECTED. 2. PROVIDE A MINIMUM OF 12" DEPTH TOPSOIL IN ALL SEEDING AND PLANTING BEDS. 3. ALL SHRUB PLANTING BEDS TO RECEIVE 2" DEPTH BARK MULCH, MINIMUM. CONSTRUCTION NOTES U1 INSTALL NEW WOOD FENCE TO MATCH EXISTING. �2 RESTORE GATE (WITH SALVAGED EXISTING GATE OR NEW). 03 PLANT NEW OR SALVAGED TREES, SHRUBS, PLANTS TO MATCH EXISTING LANDSCAPING. RESTORE ALL PLANTING BEDS, TOPSOIL, BEAUTY BARK, ETC. ® INSTALL NEW SOD OVER ALL DISTURBED GRASS AREAS ON PROPERTY, AND AS DIRECTED BY THE CITY, QRESTORE GROUND TO MATCH EXISTING SURFACE BY PLACING SILTY SANDY SOIL AND RAKING. © RE— ESTABLISH EXISTING GRADE AND FLOW PATTERNS. RESTORE PAVEMENT AS NECESSARY IN ACCORDANCE WITH CITY STANDARD DETAIL H032 -1. CITY MAY ADJUST THE EXTENT OF RESTORATION IN THE FIELD. O7 GRADE TO DRAIN. t •01 ""10z CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON 07 -25 -08 DAYTON AVE NE /NE 22ND ST �Mr. mm DRAINAGE IMPROVEMENT PROJECT m LANDSCAPING /RESTORATION PLAN C-4 17.7 OP $ 3 c 3GO 7 0 0 0 X x x x X X X X X I 01 0 s a ti IV, � 5 ` N INSTALL 4" SIDE SEWER MIN DEPTH.I/ 2 FT AT RISER TO NEW PUMP HOUSE — �I CORE DRILL SSMH APPROX IE =297.0 (ABOVE SHELF)---,.,, II Q l � SEA � S U RVd NEW ROCKERY TERRACE USE FLAT ONE —MAN ROCK APPX 12 "x 18 "x6" NUMBER OF LEVELS MAY VARY -\ 2N 6" TOPSOIL AND SEED - PUMP HOUSE AREA CLEARING AND RECONSTRUCTION - PLAN SCALE: 1 " =5' -0" FENCE GRADE TO COLLECT DRAINAGE FROM UNDER FENCE NEW CATCH BASIN CROSS SECITON NOT i0 SCALE ;: imm 2" DEPTH GRIND, OR SAWCUT AND REMOVE 1' 1' 2.5' MIN MIN MIN MIN N TYP 2" HMA CLASS 1/2 ACP CLASS* *MINIMUM ACP CLASS 'E' OR 'B' SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" CLASS 'E' OR 'B' RESIDENTIAL ACCESS STREETS — 2" CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT NOT TO SCALE PER CITY OF RENTON STANDARD DETAIL: H032 -1 m REVISION PUMP HOUSE AREA CONSTRUCTION NOTES Q1 REMOVE EX GATE, SALVAGE WOOD FOR REBUILD IF POSSIBLE, REBUILD TO MATCH EXISTING. �2 PROTECT 8' -6" WOOD FENCE AND GARAGE FROM DAMAGE DURING CONSTRUCTION Q3 REMOVE TREE AND ROCKS AROUND BASE AND DISPOSE. FILL HOLE WITH NEW GRAVEL AND CONCRETE SLAB TO MATCH EXISTING SLAB (WASHED ROCK SURFACE). ® REMOVE ROCK PADS AND TIMBERS. DISPOSE OF AS DIRECTED. ® REMOVE PLAIN CONC SLAB APPX 28'x7' TO JOINT WITH OLDER EXPOSED AGGREGATE SLAB WEST OF GARAGE. © RELOCATE EX PUMP HOUSE AND ALL INTERNAL EQUIPMENT (FILTER, HEATER, CHLORINATOR, ETC.) AND UTILITY CONNECTIONS TO NEW LOCATION. SOUTH SIDE OF PUMP HOUSE MILL BE LOCATED APPX 12 -18 INCHES NORTH OF THE WASHED ROCK SLAB. CONTRACTOR SHALL LAY OUT LOCATION OF PUMP HOUSE, EQUIPMENT, AND SERVICE CONNECTIONS FOR THE PROPERTY OWNER AND CITY APPROVAL PRIOR TO INSTALLATION. O7 INSTALL SIDESEWER BY CORE DRILLING SSMH ABOVE SHELF IN SSMH. EXTEND NEW SS PIPE TO EDGE OF PUMP HOUSE SLAB. INSTALL RISER FOR WASH WATER DISCHARGE. pie REPAIR ANY DAMAGE TO EX ROCKERY AND GRAVEL DRAIN LINE MATCH EXISTING ROCK APPX 12 "x8" TRENCH EXCAVATION PAY LIMIT 4' -0" MAXIMUM SEE DETAIL FOR PAVEMENT PATCH III BACKFILL MATERIAL INSTALL NEW ROCKERY TERRACE AROUND CB SEE CROSS — SECTION — NATIVE IT MEETS SPCS, IMPORT IF PER SECTION 9 03.109 I i BANK RUN GRAVEL). V I I I Iii I II1 i PIPE ZONE MATERIAL PER WSDOT 2006 SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING ROCKERY REPAIR AND CONSTRUCTION - PLA4 NOT TO SCALE NEW UTILITY PIPE /— EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED i BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING SECTION 9 -13.6 QUARRY SPALLS i •.1. NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. TYPICAL TRENCH BEDDING AND BACKFILL NOT TO SCALE CALL 3 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 om CITY OF RENTON 07 -25 -08 DAYTON AVE NE /NE 22ND ST �"m- DRAINAGE IMPROVEMENT PROJECT Comm mm MISCELLANEOUS DETAILS C -5 $ op s L — It 0 o�