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Home My WebLink AboutR-374706w '^ � VJ z z U Qw O J o! a 06 Q Ir LL W J W cr V Qv NA( IevT rlo b1'ltuagAtJCE `. sts" sN'C Mel 1 I I I DTI .TOP= 477.83 TOP = 484.00 TOP = 484.59 TOP = 487.35 TOP= 490.12 TOP =489.79 TOP = 489.39 TOP = 488.64 GRADING ON LOTS 32 -34 Il. E= 471783 0E= 478.00 TOE =478.59 TOE= 481.35 TOE= 484.12 TOE =483.79 TOE-485.00 TOE - 485.60 1 _ -- =_ LEGEND FUTURE GRADING PERMIT ., t. �f- TOE466.32 P \, TOE - 482.10 0E= 4494.03 70E 85.00 MP -85. -601 ,I I FROM LOCATED 2' CLEARING LIMITS TO BE INCLUDED WITH - FROM PROPERTY LINE I v - TOP-472-32 - TD - J9 TOP 46400- TOP - 484.98 - -K-- FILTER FABRIC FENCE 1 3q.�' `> \II` .� II TOE= 464.50 TOEE470..50 6TMAX78.00 70E-- `J4n.08\ ITOE4-- 480.00 3 TOE2483. 0 1 II\ I F TRACT A I ��' CUTOFF SWALE 00 O ROCK WALL (LANDSCAPE) INTERCEPTOR DITCH _ 1 ;"O TO BE APPROVED FH i x 8 7 6 ' �• � / "- $ " 1 � PAD =480.0 PAD =482.3 PAD-483.9 PAD =485.0 PAD = 485.6 £ � i _- o- -_Cl -- N.G.P.E. FENCE FOR CONSTRUCTION WATERING =470.6 PAD -474.5 PADs477.1 � m ROCK CHECK DAM VA, \ �� I �.. /i t✓li. TOE = 464.50 _ I _ CL INT'X iIz ` 1 TDP =462.30 TOP =4a5.aO STA 27 +15 86 I7 SEDIMENT FILTER TO P= 474.50 = _ T_OE =480 00 _ � TOE_ 90_ _ _ •'�° =STA. 58 +32.27, :TOE =47 - TOE= 474.50475.04_l` -47797 480_30 481.96_ _ 483.03_. ®�W B V _ VAIN, OR /VBWq I, -- .d �.. GRAVEL CONE P ROAD A 53' z oo' 27 +75 RIP RAP PAD 1.30 P \ i (RESIDENTIAL ACCESS) R/W " 1 � 9 ... �... CONSTRUCTION ENTRANCE PR�CT E % 4 .48 a� 7s•o4 a °riyi� 1 480.30 481.96 183.03 f r,% ✓'I� ` (REC. AREA) �`�� 1 EXISTING TREE TO REMAIN .�.. WETLAND E 460.90 o JL,� + ,O CONSTRUCTION ENTRANCE PER STD % ` r ; N "j DETAIL 214.00 ON SHEET GR -03 11AD= 470.8... I 469.19 ` 469.15 I TOP =485 m I I TOP= 470.80. TOE - 483.70 u) i (/ 9/ TOE= 467.90 27 PAD =4787 I \\ Toa= 46t.eo v� PAD 469.7 I �28 29 80 31 i Lc) ?•� PER PLAN TOE= 458.90 - TOP= 47D.80 1 TOP= 469.70 TOP= 478.70 PAD =485.6 TOE 467.90 TOE = 468.10 TOE = 477.10 /PAD =481.9 PAD =483.7 PAD =485.0 I -`1 \ 466.51 1 - TOP = 485.00 3' J 1 j.. (n g - TOE= 458.90 - J ' \ T26468.1� I 1 T�-478.70 �`� TOE= 183.70 TRACT D IPAD 467 9 LOT SLOPE nP TOP =469 70 1 - TEMP 1:1 - roE =4n.10 -r W w .PAD -458 10 .,...., n SCALE: 1 " = 40' 40' 20' 0 40' 80' CONTOUR INTERVAL = 2' 7 - \ - j pAO -ase.t PAD 77.1 \ ` ) 1 -1/2" CRUSHED SURFACE / 1 I \ .90 LN 1 J �raP -m.tn W TOP COURSE J -_ \ !n TOPPAD=4 -656 90 I .10 w 1� TOE- 465.20 A TOE = 474.20 �.. 8 Q a - ! CO o - - - -- v 2 -1/2° CRUSHED SURFACE rs (OPEN SPACE/ TOE- 456.10 as7.4o TOP =467.90 SENSITIVE AREAS) roE 465 BLOCK SIDE YARD WALLS -10 "- I z _ a z BASE COURSE TO BE COVERED UNDER I I `- f I o_ WETLAND A / TOE- 458.90 I 7043 =45760 r a TOE= a65.20� . I I SEPARATE BUILDING PERMIT L J 11 roE I .04��3.4 OQ v _ / I- TESC POND ACCESS ROAD 1 1I \ z I' TOE- 474.20 '' EXISTING STRUCTURE �- - 29' PAD -465.1 1_ W 25 I `TO REM y O NOT O SCALE PAD -456.1 \ PAD -465.2 PAD =474.2 X454.60 11 �' 1 \ \ \ I 1 \ ,INTERCEPTOR SWALE WITH CHECK '- z X53' ® 3.55 \ ��D� SEE DETAILS ON SHEEP GR -03 (TYP) s �I .� a 3 10' R/W 1 1 2 '� j = R/W \ 1 \ I TEMPORARY CONSTRUCTION FENCE BLOCK WALL 80' EXISTING R/W w °¢ (UNLESS OTHERWISE V II 0 CLEARING LIMITS. SEE DETAIL �' } NOTED ON PLAN I 1 , PAO -as6.1 PAD -465.1 ^� ^ ^� \ 24 ON SHEET GR -02 _ ) 25 III ( \ I\ PAD =485.1 ! IPAD- 474.11 I I J TOE 48463 I TOP- 486.46 J I +- 3 A _ gTFLEAM�� \ -,I - ? i - �' 1 i N= -� / _ o - m `r' +. - S I a TESC POND 1 �454.BO I \dea.4o I I TOP = 484 -45 , TOE= 486.01 1 2" STRUCTURAL PAD GRADE �, TOE= 483.37 ' "$ (UPPER LOT) �� - t�1�� I - h N� ♦ -_-� - - - I� Pao xa61.2r i nDs61 474.28 I EMERGENCY - - - - - - - 1 =456. PAD=465.7 ! ... ... 477.83 ' O�V o °O� VEHICLE GATE 455.20 466.98 '1 g +00 477.83 1 +00 7 00 7 +15 � �6� OCR �0 �r. i o Oo o o �0 0 \ Q \ 0.0 ��rR�� _ I _ O Qp00 QO QO Q QO STRUCTURAL PAD GRADE 1 ` - _- 25' EMERGENCY DO OoOp OoOp OoOp OO�p �O (LOWER LOT) r l t\ I \ 474.28_ _ Ir 1 � ( \ \`., 1 \� a7o.6t \ �.� -- AC DRIVEWAY SHARED '�� ' O�ON O�OD O�O� O�OO _26 - y �PAD� 458.4 1 4 j 1 46330 467.50 \ �\ V 1 \ 1 PAD -a6s.a L �- A 0 OCo OCR �0 ^u�I ` TOP= 482.50 25' o Oo o OQ o Oo o Oo o Oo o Oo o i` J �� 480.75 \ �1 �� TOP = 479.00 �p O �p - \ \ \ V A TOE- 475.401V '0E- 479.00 x463.55.. 465.00 y PL 6° a DRIP LINE OF TREE �� `, A � �� \ BLOCK WALL CATCH BASIN FILTER TYP) PER o°D TO BE SAVED �i ,/ Sy 21 22 I SEE DETAIL THIS ( ELEVATION `z PAD- 466.01 .15 '\ \ ` 9,9 \PAD =475.4 �PAD=479.0 23 SHEET (TYP) I STD PLAN 216.30 ON SHEET a a m O 465.0 '� �� 111463.50 4fi OP�487.50� FC�� 0E= 475.10 PAD TOE- 4.01 GR -03. STRUCTURAL m ` \ i I PAD GRADE 6" CLEARING LIMITS 1\ \ 1 1 7 e (UPPER LOT) roE- 465.10 ,� �G I EXISTING STRUCTURE�� '�16 Ipr� -as7.5 9L11 ToP =4s91x I TO REMAIN 12" q•+ '`L5V� /i 70E -46900 �J V A I .`: \AD =465.1 % _` 470.23 I I � �� `65 461.32 r �. '1 ,452.32 n �� . 1 468.63 i CLEARING LIMITS. SEE STD PLAN: • _ SEE DETAIL �, % -'1 ,,,,ioE =45s7.to 46� 1�gssss4, a4 (�_- - -� I I. EARTHWORK QUANTITIES " STRUCTURAL SILT FENCE TO BE PLACED AT „ „� \ , d - -- �9J PAD GRADE 214.00 ON SHEET GR -03 (TYP)}r` `` 1� 1 25 '��i� -_ - 12 MIN. THICKNESSif 1 1 i \\\\I 466.96 ;� 'i T Q - ,. -- �� I CTUR7IPPING (ASSUMED 12 ") 18,300 CYDS OF 1 1/2° CRUSHED`�� (LOWER LOT) WETLAND B �� V�� 1 6 .A��V 19 2O 1 d ♦ ',� ; I ,% DRAIN ROCK 457' �I y - FILL 19 600 CYDS � �a 8 ' PAD -468.0 `� PAD -469.0 r �, s I / \ NET FILL NEAT LINE 1,300 CYDS �� I� 4oP -47a -m EXISTING STRUCTURE ( ) roP 468.00 TOP - 468.94 �E -469. PTO REMAIN PERFORATED 6°0 CPP x �S• TOE- 467.00 TOE - 468.70:. \ v >�o OblYS 7 6 1.:. PAD =467.0 'TO7 3.35- 70E= 489.00 11 � I NOTE: C� �C � °- 469.00 TOL -46200 467.50 --- �- 1 FILTER FABRIC .ap �� i 1 ALL STRUCTURES ON SITE TO BE REMOVED. TESC also 456.SO P PAD =4600- ' q POND \ �' r� ='W '° ��'�°' �' ; WALL LOCATED z TYPICAL BLOCK WALL SECTION SEE SHEET ER TOE =468.46 U ., ,,,,, FROM PROPERTY LINE o - NOTES: FOR TESC POND tiL.. TOP= 46316, I��I II II - ROCK WALL PAD = STRUCTURAL GRADE BLOCK WALL SIDE YARD WETLANDC TABLE x'50 TOE -46325 \ ; 1 I I - _" - .� _ (TYP) I I NOT TO SCALE TREE PROTECTION FENCING I TO "STRUCTURALTPAD. BE ADDED R=1747" (5j rum, I In _ �� SEE DETAIL ON SHEET GR -03 I ' I +- �- A _ gTFLEAM�� \ -,I - ? i - �' 1 i ~ -� / _ o - Z `r' +. - S EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES TESC POND 1 I C ONLY. SEE DETAIL ON SHEET GR -03 z m �. m a 1 �454.BO I \dea.4o I I TOP = 484 -45 , TOE= 486.01 1 2" STRUCTURAL PAD GRADE �, TOE= 483.37 ' "$ (UPPER LOT) �� - t�1�� I - h N� ♦ -_-� - - - I� Pao xa61.2r i nDs61 474.28 I EMERGENCY - - - - - - - 1 =456. PAD=465.7 ! ... ... 477.83 ' O�V o °O� VEHICLE GATE 455.20 466.98 '1 g +00 477.83 1 +00 7 00 7 +15 � �6� OCR �0 �r. i o Oo o o �0 0 \ Q \ 0.0 ��rR�� _ I _ O Qp00 QO QO Q QO STRUCTURAL PAD GRADE 1 ` - _- 25' EMERGENCY DO OoOp OoOp OoOp OO�p �O (LOWER LOT) r l t\ I \ 474.28_ _ Ir 1 � ( \ \`., 1 \� a7o.6t \ �.� -- AC DRIVEWAY SHARED '�� ' O�ON O�OD O�O� O�OO _26 - y �PAD� 458.4 1 4 j 1 46330 467.50 \ �\ V 1 \ 1 PAD -a6s.a L �- A 0 OCo OCR �0 ^u�I ` TOP= 482.50 25' o Oo o OQ o Oo o Oo o Oo o Oo o i` J �� 480.75 \ �1 �� TOP = 479.00 �p O �p - \ \ \ V A TOE- 475.401V '0E- 479.00 x463.55.. 465.00 y PL 6° a DRIP LINE OF TREE �� `, A � �� \ BLOCK WALL CATCH BASIN FILTER TYP) PER o°D TO BE SAVED �i ,/ Sy 21 22 I SEE DETAIL THIS ( ELEVATION `z PAD- 466.01 .15 '\ \ ` 9,9 \PAD =475.4 �PAD=479.0 23 SHEET (TYP) I STD PLAN 216.30 ON SHEET a a m O 465.0 '� �� 111463.50 4fi OP�487.50� FC�� 0E= 475.10 PAD TOE- 4.01 GR -03. STRUCTURAL m ` \ i I PAD GRADE 6" CLEARING LIMITS 1\ \ 1 1 7 e (UPPER LOT) roE- 465.10 ,� �G I EXISTING STRUCTURE�� '�16 Ipr� -as7.5 9L11 ToP =4s91x I TO REMAIN 12" q•+ '`L5V� /i 70E -46900 �J V A I .`: \AD =465.1 % _` 470.23 I I � �� `65 461.32 r �. '1 ,452.32 n �� . 1 468.63 i CLEARING LIMITS. SEE STD PLAN: • _ SEE DETAIL �, % -'1 ,,,,ioE =45s7.to 46� 1�gssss4, a4 (�_- - -� I I. EARTHWORK QUANTITIES " STRUCTURAL SILT FENCE TO BE PLACED AT „ „� \ , d - -- �9J PAD GRADE 214.00 ON SHEET GR -03 (TYP)}r` `` 1� 1 25 '��i� -_ - 12 MIN. THICKNESSif 1 1 i \\\\I 466.96 ;� 'i T Q - ,. -- �� I CTUR7IPPING (ASSUMED 12 ") 18,300 CYDS OF 1 1/2° CRUSHED`�� (LOWER LOT) WETLAND B �� V�� 1 6 .A��V 19 2O 1 d ♦ ',� ; I ,% DRAIN ROCK 457' �I y - FILL 19 600 CYDS � �a 8 ' PAD -468.0 `� PAD -469.0 r �, s I / \ NET FILL NEAT LINE 1,300 CYDS �� I� 4oP -47a -m EXISTING STRUCTURE ( ) roP 468.00 TOP - 468.94 �E -469. PTO REMAIN PERFORATED 6°0 CPP x �S• TOE- 467.00 TOE - 468.70:. \ v >�o OblYS 7 6 1.:. PAD =467.0 'TO7 3.35- 70E= 489.00 11 � I NOTE: C� �C � °- 469.00 TOL -46200 467.50 --- �- 1 FILTER FABRIC .ap �� i 1 ALL STRUCTURES ON SITE TO BE REMOVED. TESC also 456.SO P PAD =4600- ' q POND \ �' r� ='W '° ��'�°' �' ; WALL LOCATED z TYPICAL BLOCK WALL SECTION SEE SHEET ER TOE =468.46 U ., ,,,,, FROM PROPERTY LINE o - NOTES: FOR TESC POND tiL.. TOP= 46316, I��I II II - ROCK WALL PAD = STRUCTURAL GRADE BLOCK WALL SIDE YARD WETLANDC TABLE x'50 TOE -46325 \ ; 1 I I - _" - .� _ (TYP) I I NOT TO SCALE TREE PROTECTION FENCING I TO "STRUCTURALTPAD. BE ADDED R=1747" (5j rum, I In _ �� SEE DETAIL ON SHEET GR -03 I ' I +- �- A _ gTFLEAM�� \ -,I - ? i - �' 1 i ~ -� / _ o - _ `r' +. - S EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES TESC POND 1 I - ONLY. SEE DETAIL ON SHEET GR -03 �. &SIZING INFORMATION ON it WETLAND D i 5' \ 1 ' QUANTITIES ARE "NEAT LINE" ONLY. THE QUANTITIES TESC POND TABLE SHOWN TEMP SEDIMENT POND RISER _ - - �� DO NOT ACCOUNT FOR ANY SHRINK SWELL ON THIS SHEET II '� PER DETAIL ON SHEET GR -03 _ -- �� < �- FACTORS. IT IS THE CONTRACTORS RESPONSIBILITY ES \A II I ; �� - - __ - - -- \ �, TO CALCULATE THE EARTHWORK VOLUMES FOR BID PURPOSES. ® CONSULTING asaw em Avenue scum LNG INFER " s L L c `�! "•i j 0 FRSi SL K 6M 14 wmnm: scvc • • �la+¢artw wn ie19M "V°"°' °°° GREENLEAF S."2� ®I I 6 y 1 FJJiLr cLFAnnI: a aaona M1tWt surarrAL m1 a � X10 E� CITY OF - P,d„aI Way. WA "003 ro EARLY GRADING & T.E.S.C. PLAN Cd 2 Mla'khp Days Bd" You Dip www.esmcivll.com m _ R ENT 0 N .. 811 cxbu P.gm.."ftq I LaM su',,.-._y�mp Y I LoM PbnWny 43175 �I� DATUM v PuDllc Wo,k� P,OI.ct ^T'T'� LOMPCOPO AKMRaCIUn WEp3R UI/Ysa Loall Cantor e�S A� r Planning /Building /Public Works Dept. . D RWA) ESM JOB #258- 044 -013 SA�AL E 'V �m NO. REVISION BY DATE APPR C,D , r2_ 06 EGR -01 I CHECKED FOR COMPLIANCE TO CITY STANDARDS O o a rj .& g rp., --- PURPOSES. ® CONSULTING asaw em Avenue scum LNG INFER " s L L c `�! "•i j 0 FRSi SL K 6M 14 wmnm: scvc • • �la+¢artw wn ie19M "V°"°' °°° GREENLEAF S."2� ®I I 6 y 1 FJJiLr cLFAnnI: a aaona M1tWt surarrAL m1 a � X10 E� CITY OF - P,d„aI Way. WA "003 ro EARLY GRADING & T.E.S.C. PLAN Cd 2 Mla'khp Days Bd" You Dip www.esmcivll.com m _ R ENT 0 N .. 811 cxbu P.gm.."ftq I LaM su',,.-._y�mp Y I LoM PbnWny 43175 �I� DATUM v PuDllc Wo,k� P,OI.ct ^T'T'� LOMPCOPO AKMRaCIUn WEp3R UI/Ysa Loall Cantor e�S A� r Planning /Building /Public Works Dept. . D RWA) ESM JOB #258- 044 -013 SA�AL E 'V �m NO. REVISION BY DATE APPR C,D , r2_ 06 EGR -01