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HomeMy WebLinkAboutR-40482000 0 I 0 I w N N CD N C N Q) E a� 0 0 3 rri E i 00 i / 00 i 0 CD CD Ib / U .O 0 > O O Q ca < Lq N 1' EARTHBERM _ N I 0 10' 20' 40' SCALE: 1 "=20' *ROCK LINING ROCK LINED BERM NOT TO SCALE OLYMPIC PIPELINE CROSSING QF. / X ASBUILT ROAD t DRAINAGE PLAN + PROFILE - NE 27TH PL OF TERRACE F RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON '--I- �' " _ ->� _ I. C0 i BEARING PAD a .2185 LF 18� -y- ¢ - I RIM-371.60 3�74.99 9 ELEVATION(TYP).a- - 3 IE=36&.66• (6) 371.60 I' COi..... •LCPE (PUBLIC)___.. -... - RIM=373 90 377.45 3, -- -_•_ ____........1... 25 LF 6 RD 2 IE-_,� (6»)369.85 8 ......... co.. (f) 0.87%, �6 LF 6" RD CO RIM=373-3�37 .75 +W; o N W CO o ...... F- W 1.. �1 CO Z JI _ - 6 �■ 7. 5Q i .. *ROCK LINING SHALL BE REASONABLY WELL GRADED AS FOLLOWS: MAXIMUM STONE SIZE: 12" MEDIAN STONE SIZE: 8" MINIMUM STONE SIZE: 2" 1. ALL FOREIGN LINES SHALL CROSS THE PIPELINE RIGHT-OF-WAY AT, OR AS NEAR TO, A 90- ANGLE AS IS FEASIBLE. IN NO INSTANCE SHALL THE ANGLE OF THE CROSSING BE LESS THAN 45 2. IN NO INSTANCE SHALL THE FOREIGN LINE BE PLACED PARALLEL TO THE PIPELINES RIGHT-OF-WAY. 3. THE FOREIGN LINE SHALL CROSS UNDER THE PIPELINE WITH AT LEAST TWO FEET (2') OF VERTICAL SEPARATION (THREE FEET (3') FOR FIBER OPTICS). 4. IF THE FOREIGN LINE IS A TELECOMMUNICATION CABLE, POWER CABLE, OR SIMILAR IN NATURE, THE FOREIGN LINE SHALL BE PLACED IN A SCHEDULE 40 PVC CONDUIT, OR GREATER, FOR A LINEAR DISTANCE EXTENDING TEN FEET (10') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. THE ENTIRE LENGTH OF CARRIER PIPE SHALL EITHER BE ENCASED IN CONCRETE, OR SHALL HAVE A CONCRETE CAP PLACED ON TOP OF IT. HOWEVER, IF THE METHOD OF INSTALLATION IS BORE, AND CONCRETE IS IMPRACTICAL, THEN THE UTILITY SHALL BE PLACED IN HDPE. 5. IF THE FOREIGN LINE IS A METALLIC PIPELINE, OR SIMILAR IN NATURE, THE FOREIGN LINE SHALL BE COATED WITH A SUITABLE COATING FOR A DISTANCE OF AT LEAST FIFTY FEET (50') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. THE FOREIGN LINE OWNER, OPERATOR, OR THEIR CONTRACTOR, SHALL INSTALL CATHODIC PROTECTION BONDS AND POTENTIAL TEST LEADS TO THE FOREIGN LINE AT THE CROSSING LOCATION AND TERMINATE THE LEADS AT AN ABOVE -GROUND LOCATION AS IDENTIFIED BY BP'S ON -SITE REPRESENTATIVE. BP WILL INSTALL THE TEST LEADS ON BP'S PIPELINE. 6. BELOW -GROUND PRECAUTIONARY FLAGGING (WARNING TAPE) SHALL BE PLACED IN THE DITCH LINE ABOVE THE FOREIGN LINE. THE WARNING TAPE SHALL BE PLACED APPROXIMATELY ONE FOOT (1') BELOW THE FINAL SURFACE GRADE/ELEVATION. THE WARNING TAPE SHALL EXTEND FOR A LINEAR DISTANCE OF TEN FEET (10') ON EITHER SIDE OF THE CENTERLINE OF THE PIPELINE. 7. ALL UTILITIES INSTALLATION SHALL BE OPEN -CUT METHOD. -- I I I I I I I - J I �I I �F- I C-y- ---y I L� SITE PLAN KEY MAP INTS 373.90 o.... , •.._•� I CO 0 1. OQ % 6 LF 6" RD... RIM=373.72 '' •... IE�9-fig (6") 37(.56 ��,�/� 1 RIM=371.71 �. 0 22.83% IE=369.53- 6")369.51 (N ..VOl� zco °n 138 LF 12'" �\ a. ��. 1E= 69.52 E� @ 1.00% _ 368 47 (N,E,SWf - _ 5 �... LCPE PUBLIC " . -. 63 CO O ( ) �.•\........3 2 RIM=373.53 4 . ! `� C900 PVC ' ... .a ®� 4 yRO_�T (6") 370.4 �... CLEANOUTS SHALL . ` O 3��. ... SEE PROFILE ALONG _ (PUBLIC)"� °''' E 370 39 ---_ o STORM ON SHT 30. �� ��° / _ ( ......... ........... ° o!MAX.100 o ^� ,,, 1 56 -LF' 6" RD HAVE A M _ - ........ 8" '•�•:�, ° - SPACING. 72 LF 1 2� 1 c' LCPE PUBLIC).. - - ■ o° \ °W' r P -83-LF 18 -d �� _ ...... o LCPE (PUBLIC); W " r' EX GAS c(TYI /.r. .. '.. .. y I •.., I �\ i 8.48' 4 �• 3% 1% -0% -4 m 375 370 KCe ROCK LINED BERM SEE ~�. .. ' f''. <� N o N I� •... •�'' 30 LF 12" DI � • ........ THIS SHEET FOR DETAI � _ } IAI o 4% MIN�SLOPE. (TYP) ....... �-(PUBLIC)�1 \ \.......... •b•..NI �f 8",WA7�$_■ W � \ \ 1 CB�ktl N TU RIM 372.71 _ •. •�•� . 0 �IE=37A-21- 6 370.01 E o CB#10 •...... 3�?•.... 379. 9 1E=371.30 (S)-.- -.54.4 9� .:....:;. N ' . I Z � .. PSP&L o 1�, 25 LF 6" RD .'CO ; J TRANSMISSION.. I CBllp� 0 1.00% IM=2�-.98 °' a A� ,:RIM- 7D7 0 -373. LINE ESMT IE67 At} 6" 365.33 N .. 369_05(E IE=369-4�. 6 ■ V STA: 20+18.18, -42.47 LT ••.. �- " AFN 5'3229 4 RIM = 378.64 378.56 �l J68.3 ' (W 1 to �� AFN 5722998 .. �.. IE = 374 12 N 374.16 47 LF 6 RD a LL C6 ° ; Q ( ) ROCKERY•.(]YP) RIM YD E=369.06 N a AFN 7301150410 I' ' " = 0 0 1.00% 6 • PVG . S.URFACE ; �... DRAIN 0 1.0% 'MIN.- •.... I I IE=369.94 6")36__ ..N_...374-._. i I 14 /E==369.89 W) •. _. 6" PVC ROOF..&.. I ...I ... 3 0 C0 •. 6 LF 6 D .. FOOTING DRAIN 0� 6" PVC ROOF & i I �''••.. •.RIM��377.42., 0 1.00% ' . 1 EX TRANSMISSION i I I •_ FOOTING DRAIN 0 LINES (TYP) 1.0% MIN. 50, 100 IE-37A:99- (6 )370.32 50' 373.60 1.0% MIN. 21+00 BENCHMARK FOUND PUNCHMARK IN 1 �4" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT Me REVISION 20+00 TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT scALE: PLAN: 1 "=20' VERTiCAL w,w 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY - 2' UTILITY CROSSINGS QIE 8" SS=367.00 T/P 12" SD=364.52 QIE 18" SD=368.10 T/P 8" W=366.60 QIE 12" SD=369.70 T/P 8" SS=367.90 QIE 20" GAS=368.25 T/P 12" SD=365.40 QIE 16" GAS=370.50 T/P 12" SD=365.80 QIE 18" SD=369.72 T/P 12" SD=365.91 QIE 18" SD=371.71 T/P 8" SS=368.52 QIE 18" SD=366.67 $ T/P 8" W=362.00 WO HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 385 VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' 3W 375 370 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT TIME OF 365 HOUSE CONSTRUCTION PER DETAIL ON SHT 41. CITY OF [;Rl RENTON Planning/Building/Public Works Dept. NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 39. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 39. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). KEYNOTE SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. OTRENCH BOXES SHALL BE USED DURING CONSTRUCTION OF THE STORM BYPASS TO ENSURE NO EXCAVATION IS DONE IN THE BP EASEMENT. QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. ®CURB RAMP NUMBER SEE SHEET 32 FOR GRADING DETAILS. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN O0 EDITED TO REFLECT ASBUILT CONDITIONS. THE O INFORMATION PROVIDED ON THESE RECORD O DRAWINGS IS A COMBINATION OF FIELD O SURVEYED INFORMATION AND DOCUMENTED O FIELD REVISIONS. I 00 3. TAL y 4 423 p �� �011 ST0,�` S�4A L 2/ 7/2 V iE V O O p, C Z) .0 C uj c O N M >� < 05 N -0 c:aQq O1 N t LO 0r LO 4-7 N N /m W U Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q w Cfl U � 00 LLJ ASBUILT ROAD + DRAINAGE PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT FIELDF- OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 oc w BELLEVUE, WA 98006 SHEET: 20 0F: fm C