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HomeMy WebLinkAboutR-404809i i i I X CD Z Q N C) U cn 7- n N N N N CD N E a 0 00 i Q) i rn 00 i CD 0 0 co i U 0 O U Q W< N 00 w 0 25' 50' 100' SCALE: 1 "=50' DYKEMAN ROBERT E 778800-0070 TW=352.0 2.o BW=350.0 GRADING AND RETAINING WALL LEGEND 01 14' MAX HIGH 2:1 SLOPE. O MAX 6' HIGH KEYSTONE WITH 6' TERRACE. 30 MAX 6' HIGH KEYSTONE WALL. ® MAX 3.5' HIGH ROCKERY O MAX 4' HIGH ROCKERY © MAX 6' HIGH ROCKERY. O MAX 10' HIGH ROCKERY. TW=96.7 TOP OF WALL ELEVATION (TYP.) BW=0.5396.2 EXPOSED HEIGHT OF WALL (TYP.) [EXPOSED BOTTOM OF WALL ELEVATION (TYP.) GAS MAIN KEYNOTE ©APPROXIMATE LOCATION OF GAS MAIN PER OLYMPIC PIPELINE, GAS MAIN MARKER (TYP.) DIAZ JOHN M & TRICIA E 3345100450 ASBUILT DETAILED GRADING PLAN OF KEYNOTE 1 FUTURE ALIGNMENT FOR EXTENSION O PLAT POREST OF SE 96TH PLACE SG 20' WIDE LOCKING SWING GATE AND A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. FIRE DEPT. APPROVED LOCK BOX "NO PARKING" SIGN INSTALLED PER DETAIL CITY OF RENTON, KING COUNTY, WASHINGTON © OON N THE SHEET 39. PARKIN PROVIDED OF THE STREET. R8-3 (12"X18" W/ DOUBLE HEADED ARROWS BELOW "NO PARKING" SYMBOL). ® BEAM GUARDRAIL TYPE 31 W/ "DESIGN A" END SECTIONS. SEE DETAIL ON SHEET 39 AND 41 FILL AREAS WITH EX SLOPES GREATER THAN 20% SHALL HAVE A KEYWAYS PER GEOTECHS DIRECTION AND INSTALLED PER DETAIL ON SHT 38. UNDER DRAINS SHALL PROPOSED TREE TO BE CONNECTED TO THE STORM SYSTEM DALPAY JAMES W JR BE SAVED (TYP.) DALPAY 334510 0510 JR WHEN POSSIBLE OR DAYLIGHTED AT THE 77dr,ln_nArn NEAREST POINT. TREE PROTECTION KEYNOTE: PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO WHICH TREES ARE BEING COUNTED AND THOSE WITH POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE ROAD NAME SIGN AND STOP SIGN REFERENCE THE TREE RETENTION PLAN ON SHEET 57 TO INSTALLED PER DETAIL ON SHEET 39. 68 . S1 "FUTURE ROADWAY EXTENSION" SIGN TREE PROTECTION FENCE* S2 OM4-3 RED DIAMOND OBJECT MARKER DRIPLINE DELINEATED S3 END OF SIDEWALK SIGN PER DETAIL ON SPECIAL KEYNOTE: SHT 39. *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS C� INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND O NOTE: MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION O FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT 00 EXACT LOCATION AND NUMBER OF SIGNS OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM TO BE CONFIRMED WITH CITY INSPECTOR LIMIT OF DISTURBANCE SPECIFIED IN THE TREE PROTECTION REPORT. A PRIOR TO INSTALLATION OF ALL SIGNS CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO C-)(TYP). INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION DALPAY PROPERTIES REPORT PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED L L C 0423059234 TREE PROTECTION PLAN IS LOCATED ON SHEETS 57 TO 68. �\ I TW=358.0 Q I1--- _ II IS2 so I DALsPoAY PROPERTIES L L C 52.0 BW ; 0 c .J.. 6 0' -KO-VAL- RUSS+ZORYANATW360 W= 80 334510-0511 TW-360.0 360.0 B35.342405-9161 2.0 BW2BW=358.TW=348.9 TW=348.9 TW=358.6 TW=363.02.0 _ R B=34.8 4.5 TW=3633 o B57.0_ =4 BW=34W=354.1 N BWTW3604 TW=34a, 0-360.0 I2.o 35W.BW 0 W=57.0 35.... TRACT B TW=354.1 TW=357.30 W 35 346 513.sBW=348. 6B=3 HOLT GEORGE M-- -_- 567 -9131.......-------- ------ 342405 3oTBW52.0 $ GJ CV F. TAB Z 423 S T E sS'ONA L Edo\ 2/ 7/21 V E C v th W C N N M i 000N 3 , a- -0 �a' � _ C LO+(V � O V ,4 � (1) Y r EX GAS Q POWER (TYP) OPERATIONS CTR 042305-9069 FACILITI -& MAIN (TYP) / c' / OPERATIONS /e off,c 042301 -9069R RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE RESIDENTIAL CURBCUT DRIVEWAY TYPE RIB TABLE GRADING NOTES NOTE DRIVEWAY DRIVEWAY DRIVEWAY 1) CLEARING AND GRADING OF THE PROPERTY 1) SEE SHEET 38 AND 39 FOR DRIVEWAY ENTRANCE DETAIL. LOT NO. ROAD NAME WIDTH LOT NO. ROAD NAME WIDTH LOT NO. ROAD NAME WIDTH SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30. STATION STATION STATION 2) DRIVEWAY WIDTH PER RMC. MIN 5' SEPARATION OF 1 T 12 8 92 2 T 16' 11 NE 27TH PL 16' 2 T P 16' 2) THE CONTRACTOR SHALL VIDEO THE APPROVED DRIVEWAY FROM ADJACENT PROPERTY LINE 0 PROPERTY R 4 04 8 0 9 O O O 0? Q r- Co CD C:)CDCDC� S A + 4. NE 7 H PL STA 22+42.75 21 STA 14+33.80 NE 7 H L HAUL ROUTE PRIOR TO THE BEGINNING OF LINE. 2 STA 13+58.81 NE 27TH PL 16' 12 STA 22+47.35 NE 27TH PL 16' 22 STA 14+05.80 NE 27TH PL 16' CONSTRUCTION TO IDENTIFY THE EXISTING 3 STA 14+28.81 NE 27TH PL 16' 13 STA 22+17.05 NE 27TH PL 16' 23 STA 13+35.80 NE 27TH PL 16' CONDITION OF THE ROAD WAY. FOLLOWING THE 3) SOIL AMENDMENT SECTIONS TO ALL DISTURBED SOILS IN COMPLIANCE WITH CITY OF RENTON STANDARDS COMPLETION OF PLAT INFRASTRUCTURE, THE PER DETAIL ON 4 STA 16+33.81 NE 27TH PL 16' 14 STA 19+19.31 NE 27TH PL 16' 24 STA 12+70.02 NE 27TH PL 16' CONTRACTOR SHALL VIDEO THE HAUL ROUTE SHT 41 Q 5 STA 17+03.81 NE 27TH PL 16' 15 STA 18+92.51 NE 27TH PL 16' 25 STA 32+24.83 UNION AVENUE 16' AGAIN AND IDENTIFY THE POST CONSTRUCTION J CONDITION OF THE ROADWAY. THE CONTRACTOR 6 STA 17+73.81 NE 27TH PL 16' 16 STA 18+25.80 NE 27TH PL 16' EX LOT STA 34+21.78 UNION AVENUE 16' SHALL REPAIR THE ROADWAY TO A CONDITION SPECIAL NOTE: 7 STA 18+01.81 NE 27TH PL 16' 17 STA 17+55.80 NE 27TH PL 16' EQUAL OR BETTER TO THE CONDITION OF THE WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE U 16 INITIAL VIDEO. REPAIRS TO THE HAUL ROUTE BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED () 8 STA 19+20.16 NE 27TH PL 16' 18 STA 16+85.80 NE 27TH PL SHALL BE COMPLETED BY THE CONTRACTOR AND FROM THE BOTTOM OF THE BASE ROCK TO THE TOP Q 00 9 STA 19+96.66 NE 27TH PL 16' 19 STA 16+15.80 NE 27TH PL 16' REVIEWED AND APPROVED BY THE CIVIL PLAN OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS pC T REVIEWER PRIOR FINAL PLAT RECORDING. MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP 10 STA 22+12.65 NE 27TH PL 16' 20 STA 15+45.80 NE 27TH PL 16' OF WALL. � 1 RECORD DRAWINGS AS BUILT TJS 1 /12/22 BJT SURVEYED: �. 1 "=50' HORIZ�A�L:•" °' ,e �ea' ASBUILT DETAILED GRADING PLAN DATE. 2/7/2022 � m BENCHMARK " " DESIGNED: JS VRI CITY OF FOREST TERRACE PLAT FIELD9OOK: � 0 FOUND PUNCHMARK IN 1 Y4 BRASS FOUND PUNCHMARK IN � BRASS PIN DRAWN: RENTON P U L T E G R 0 U P INC PAGE. cl DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE TJS ONE INCHNksov DRAWING NO: w 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) : AT FULL SCALE DATUM Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 oc w HORIZONTAL DATUM: VERTICAL DATUM: CHECKED: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) IF NOT ONE INCH NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 NO. REVISION BY DATE APPROVED: APP BJT SCALE ACCORDINGLY BELLEVUE, WA 98006 SHEET: 9 OF:89 o �m