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HomeMy WebLinkAboutR-418907rn 00 T C) 1 n 7 2 3 4 3 2e 20 a2� 2y 5p 2p0 2y a2 �' p2� p26 p2'A p32 ''2 A,p2 pp3' pp3' pP3- pp2' pP'+' pP� pP 'A�2A P p _ 6CYCLONE FENCE 6' CYCLONE FENCE pA'' -p2' P2'.g apt Ape 3�A pP2. Apt. pp2'PP2. Apt_ pP2 Pp2' Pp2'>�\ P°2 A....Ap2 pP2 Pp9 Pp'P pA'' Q pp'P pp9 AO2. p29 1 °A\i A \eAp2� �pA''' 'I pA2 AA2 AA2 PZ' P2' 9PA2 °°0.6 pp2. P3� •AP3. pj. APe' jP A 2 pA,j'> pA3 /A32 .•Ap9 A\6 4Pey Ap29 p2r p Apt rA�-3 -#p'y9 -^PA'i Pp3 �" ___ _____ 0 ____ __ • _ d (ZNE. 3 A 2 �t p2� 2 h pA3� \ p3. 14 .Pe' <,. p 'A3' 141 CB AP9 pA A • p9E • •� _ I TYPE 1 CATCH BASIN 45 /-- - -- -- -- dd5.42 -- ---_ _ -- 5 I'� \ PP3 y I RIM 445.48 aa5.a2 - - - -_ - - -_ -- - -'T- ___ � HyH , EEO 1 2-_________________________________ _-____. ___________________'P I F-2.2 445.5- - - - ti pA3 0 y I AP _ - - AA 9 PP'j I 1 �D 'D � n 1 II 1 r o p v I 1 1 pJ EXISTING CATCH BASIN II v I T ADJUST RIM TO 445.00 xK' I 1 I I I 46 46 I • IL IL e I____446.5----------------------- - _-__- -__ 1 LL- 1 pp �pp ° II 1 � •�'20 " / I e p G P p"p p AAA ° 1 AfF 1 ` e°' 1 , p2 I ✓i!1 - I 7 GRADING LEGEND - 110- EXISTING CONTOUR LINES aah' p3:P ap36'` Ay A 411,521 SPOT ELEVATION 1CAf'A3y pa °ppS p y 411 NEW CONTOUR LINES 411.5� NEW HALF CONTOUR LINES ., aP_ WAIF QUALITY S=2.0% 1 E VAULT - SURFACE SLOPE RIM 444.51 " -2:2 CONSTANT SURFACE SLOPE pau�pe ap _ P^ RVBBERNAT . - MATCH TO EXISTING 444: -yp�o GRADE BREAK CATCH BASIN INLET (C.B.I.) AAyO 445 pE 45. ■ TYPE 1 LAY6AOUM e; _pph' EOUIPRENL, SUBGRADE - A'-' 0 CHAINLINK FENCE AND p, 'FURROWS CONCRETE CONCRETE CURB P CHAINLNK FENCE F-2.1i� pPh' ® IMPORTED ROOT ZONE SAND ppe pAy pph' 6'p6y SEE NOTE 2 F-1.1 SUBGRADE FURROWS ppe pAh 1 Ape'. .:...-•v..,.r.....:c,::: py 12" O.C. E/W AA, f MEET AND MATCH 1l p WATER QUALITY VAULT EXISTING GRADES AT'. ppb. IL ASPHALT PAVING -' © GRADING NOTES P� G a 6 3 pph. pe n` p° pay - °'- 1 THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT 8-1-1 'pph n 3' pe M,'p6 A,y A MINIMUM OF 2 WORKING DAYS BEFORE DEMOUTION, DIGGING, y5 ap. OR GRADING OPERATIONS OCCUR. PA ppye n�° 2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS. py eApe ppy °ppe"- bp'yy p°' AA& 3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING FROM y pe DEMOLITION ACTIVITIES WITH SELECT FILL TO 95% WITH 12' MAX pA pp6h pp66 ,p6iAAt'C° ..! LIFTS. y9 p° 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR b DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN YP9 THE EXISTING CONDITIONS AS NOTED ON THE PLANS. Aprf1 pp69 pp+ Ap9 y. 5 ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT P A PPS I I , a7 47 `- "r"'"'� - EXIST G CATCH NApiE SURFACES. C h e AAy I ,Ap I .. .... ;., p '' A Apyy TO E IN VALV -- -. O INSTALL ROOT ZONE SAND 3 4" BELOW FINISH GRADE OF App• I 1 - FOR •pA a a 1 ¢ ' 4" INFIELD SOIL AND PAVEMENT SOD INSTALLATION. TOP OF 1 I- "pe MATES'_ AAT SOD TO BE FLUSH WITH INFIELD SOIL AND ADJACENT PAVEMENT. py� I 1 .. :F� EXISTIGD _.y (,P' �--� , IT a.°' e,' O •.. o _AAy ASPH {1 PQAVDING NOTE LEGEND _ (INDICATES GENERAL CONSTRUCTION NOTE) (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) p/PP°Pp/ I 1 pA� p4V ' pph p Apt 9 ppA � m 1 h yT a 9 PAN / P ,AA t. '44 J.5 _447.5- . -.� h L ' FURROW NOTES 1 AREA SURPLUS PRIOR TO EXCAVATED COM COML SHALL BE MENCING ON TTHERNEXTED FROM DJACENTTFE FIELD URROW. pAy'� 1 / `�� Apt pp�� Ape AQeeal EXCAVATED MATERIAL MAY NOT REMAIN ON SUBGRADE. py I IA 9. A A ph AJ ° PAh 1 NL, I 9 A D NATURAL TURF FIELD LD: SOUTH END OF FIELD FINISHED GRADE OF NATURAL TURF SOD: a FINISHED GRADE OF ROOTZONE SAND: FINISHED GRADE OF BASE SAND: SUBGRADE ELEVATION: 9 1 Ap¢' pp9 NORTH END OF FIELD: .i y3 �O Ap92 FINISHED GRADE OF NATURAL TURF SOD: ^° FINISHED GRADE OF ROOTZONE SAND: / CB-3 • '`i ° FINISHED GRADE OF BASE SAND: TYPE 1 CATCH BASIIJ 2 SUBGRADE ELEVATION: PORTAB RIM WI 10 yh _i'i P 1 9 F 2 2 i, in INFIELD SOIL 0y/ o - FINISHED GRADE OF INFIELD SOIL: Ay a2 �y p2 451 34:51 P49 52, _ - FINISHED GRADE OF BASE SAND: ya-y`e g2, SUBGRADE ELEVATION: 9 Q6 Ae a9 .STEPB_ A.. NIHANO Ana A _ ' -451 94 R -. .pA9a i�p9 4 E I' T h 0 2 y p _______ A46.5.______ _____ ____________________________ , - ___/ ____ _____________ a48.5__ M `gyp 6 a 44 4 --- -- --_ -- - - - - -- - - - _- \ 4483e Ate. 448.46 2 ppe` pA2 ep 48 p0 448.50 6 46 S pp - R Yon \ py 1 2 A0 5' p 5 �s e py. - q -+p0 P 06 ApOh INpp2 'pP d ppe , pp2� 0 To ` A 4.1 ���/ 3 •e .` p0 N/NANO RAIL° 4 Eq WAR it /X, AT� �0. Ap9l C p2, B 2 .. 3 2 ."p2 poi "" �AyP±'L CATCH BPJN NOT F-2.2 RAIT445 ppe"i /HAND RA �AQB pge AA yp� PORTABLE ATCH BASIN I CB-1 TYPE 1 CATCH BASIN NN6 0 , y Ag0 - 48.10 - - - y. F-2.2 RIM 446.80 NPl2 A� 6IpA9-I 5G•---.T..-- --iOP ,o-5-------------- - i PORTABLE i i PA9 - - - - - - - - - - - - - - - 2. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE Ppe" FURROW MATERIAL. SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. Pp .Ap'y 00 PIt a.�I FIELD GRADING TABLE �e 484.54 484.48 483.98 483.48 445.42 445.36 444.86 444.36 484.54 483.98 483.48 sTAxoe LJ LS O DEVELOPMENT ENGINEERING O O msippo 07/30/2021 owwhafs R-418907 KD call be(o ebelow. you dig. REVISION DATE �s 0 enton SCHOOL DISTRICT SIERRA HEIGHTS ELEMENTARY PLAYFIELD RENOVATIONS N O O 4 � DA HOGAN a1191st Avenues th,Wte= p. 20s285. 0400 SaaNq WasM1ingbn 93101 wwJaM1oganmm O U) 4 NORTH T- U 0 30' 60, SCALE:I"- 30' BID SET DATE 6-16-21 SCALE 1"=20' DRAWN REF CHECKED DLA COPYRGNgOIDH DA.W] N®ASSOWRS GRADING PLAN SHEET F-182 SHEET 7 OF 18