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HomeMy WebLinkAbout018 f 4"MIN ABBREVIATIONS CONSTRUCTION NOTES: 6" TOPSOIL MIN FS DIMENSIONS DETERMINED PROP 4" DRAIN FRAMIE WIDE 3/8 LSLS PEDESTRIAN 4" CONCRETE MIN-�- ARCH ARCHITECTURAL BY GRATE FRAME OUTLET Fttt A.C. ASPHALT CONCRETE 10 CONSTRUCT 6" MIN CONCRETE DRIVEWAY DIMENSIONS, USE FRAME OPENING. EAST JO pAN IRON C.O. CLEAN OUT AS FORM , 33 �. WORKS OR EQUAL 800) 874-4100 O CONSTRUCT 5" MIN CONCRETE HARDSCAPE. I I 44 REBAR PE FRENCH DRAIN DG DECOMPOSED GRANITE O INSTALL 4° FLAT GRATE DRAIN OP & BOTTOM e PERFORATION BOTTOM DS EXISTING DOWNSPOUT d .o w 3/4-CRUSHED ROCK BFFT BASEMENT FINISH FLOOR ®INSTALL 24"0 LIFT STATION PER DETAIL, SHEET C2 EXTEND 20 MIL BFP BASEMENT FINISH PAD . y;y :7 FILTER CLOTH B.S.P. BY SEPARATE FINISH PERMIT PA �n 2.. ., 6` ' MEMBRANE 6" LAP 12" ® TOP `1-^ BELOW BOTTOM- 12" CONC CONCRETE a:;j .< 3�:e <.- :",< DWY DRIVEWAY 5Q INSTALL 2' SCH 40 DISCHARGE LINE .,�.ra << �:C ,� q a EMH ELECTRIC MANHOLE 2"SCH 40 DISCHARGE LINE 24"7 SUMP .e:aAlf.JA.e ��,<� 7,i�•� )^i1°a),ip`1n9,•A FILL THIS PORTION Wv CRUSHED PERFORATED DRAIN/ EP EDGE OF PAVEMENT j ©INSTALL 4" PVC SDft 35 DRAIN LINE, 5=0.01 MIN ROCK AFTER POURIN GRATE 10 FD FOUND INSTALL 8' CATCH BASIN J 24 SUPPORT CURB. TRENCNTDFT�II FF FINISH FLOOR J FL FLOWUNE CRUSHED ROCK Wf ®INSTALL TRENCH DRAIN PER DETAIL, SHEET C2 FILTER CLO�rt FG FINISH GRADE INLET FH FIRE HYDRANT I Q INSTALL 3" CHANNEL DRAIN INVERT PER PLAN A- DIG A 2IL WIDE X 18" DEEP TRENCH FP FINISH PAD 6- PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE FS FINISH SURFACE 10 INSTALL PERFORATED TRENCH DRAIN PER DETAIL, SHEET C2. C- FILL BOTTOM a" OF THE TRENCH WR CRUSHED ROCK GB GRADE BREAK D- FORM AND POUR PERIMETER CONCRETE CURB GFF GARAGE FINISH FLOOR PUMP E- FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH GFP . GARAGE FINISH PAD GM GAS METER 8 TRENCH DRAIN HP HIGH DPO POINT NTS I.P. IRON PIPE EVATION �24"4+ LIFT STATION IE INVERT EL L&T LEAD AND TACK NTS MH MANHOLE MON. MONUMENT NTG NOTHING OG ORIGINAL GROUND PA PLANTER AREA PB PULL BOX PL PROPERTY LINE PROP PROPOSED P.U.E. PUBLIC UTILITY EASEMENT i R/W RIGHT OF WAY S.F.N. SEARCHED FOUND NOTHING EARTHWORK SMH SEWER MANHOLE SDWK SIDE RAW CUT: 0 CY STLT STREET LIGHT RAW FILL: 55 CY 5WR SEWER F.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TO TOP OF GRATE 70C TOP OF CONCRETE I T.O.R. TOP OF RIDGE TOS TOP OF SLAB i TP TOP OF PILASTER i TW TOP OF WALL WM WATER METER I e� 'Yovy Y ^nh4�. I I U AC Of Of ADJACENT BLDG ADJACENT BLDG / w I A o 4 26L56 iE N _ 6.56 IE w 7 //I' z / 5'z cd / K 1> 5 11 ��/�1� � 1 �/�1 rl W /�1�/-/11�/ 11z//_zzZ/1-_� / �� -/z/-� z 6nG /k4 t G Rr/ o w^ g ` a vl �' N 7.75 TO J N w r o 6.92 IE o• &T 2S' tih N EXXST WALL od 2 7 - - - - - - - 2 PROTECT M N15'39'30"E 167.65' 0 v ..... . .... ... ... .........:.. . ....�....�.... ..........� ........ .. ..... ...... .i....�... .. ....... p/ . , ...,... R"AONG) PA .NC... . / . • n , .. , .. , .. 1 .. , .. , 10 .. .. • .. .. : _ a4 v i,... :.s a, acw .,. ,c.Wa _u:'r 'Q, %�,� -,,'S ...r._:.u.: c..Y. .n. .., .....aid ... . 9.37 8.40 �. ^oh Frc EXIST SEA WALL ; :, :: :. 0 :'. '.' . . . . .;:. ' �A. :. 8.80 J na, 0 .'g .';.. . '..; .':Q :. FS I o} 0.10 TC z FG FS FG 8.39v /�_ APROTECT I ' ' ' 64 . CONC, : FS 1 .50 TCz 7.701E PA Q� • ,'• Y , ,. '., ,. ,' t•'n. .� ,. g CONC. •ry . 2 .IOf _h I I`a M m 4 I n o 1.2% , m w�. 7.14FL FS o ) FF 9.50 cD 1'6" BULKHEAD •���'�,-•' WALL .• CONIC. ./ F n G / . 0 5 ELEVATOR 1F I•' / GRADE':' a' cO > BREAK w II " 8 2 12 R , ,' ,gyp Ol . AC 3,.CHANNEL'• ,• ,• n , ,' !. CONC. CONC. ; . .,�, ...o-�9 N - - - - -- -GARAGE a D AIN - -G RA R - - 5 ♦` ti h 0 n l 4. P7.1131`1 F� _ 1 _ y . pp �•eo�c: N ..ti 1' l G �o M I GARA E '.C•• li N ' 111ll ^'V k 9.25 1 . 5. 1.2% N i o~ P. 9 8.50 -.- •�' FS 4 O i. 0 T.Y>!'< ,90F• FS 44 , , ,'• .I`-...• .,• ..,• .Q , , , 4 0%. f� TC r 7,74 f y >• en7 '.:C 7.83 j s 7.351E 5 N _ I I 1 { ti;: '' '2,3 FS (� ':• Q F I i l l Fy i _. ,. a zae ^wti Fy e �T y 7.85 1050 To o9 v AC :T . . F 5 7.75' t F5 '8.11' - 0 To � N F .5" FS .� o 1 F PA AC O - 11 s 1 8. " w 2 - Y . - T S WAL - 5 _ -t: F `�4..UF_S)_.. N17'30'0-HP 0"E o 8.06 FS 155 F 3' � ON 6�5T� V / 06Fy � 0 ^�y �F ':_..�•.:':': '. ¢ \ \ l /�T // 9i� w 7.50TC X) pp C� �aF 6 : �g 6.88FSj - // TT/ /.�IoF C�7� PA 60 PA i 3 6 //T/-/� �w j ADJACENT BLDG 3 / 6 cQ2o vo2 �F0 AC 4 1„_6, F o ! ARCHITECT: OWNER/DEVELOPER: PREPARED BY: QROFESs10 SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: 49 �� BENCH MARK#1E-122-14 LOT 35 OF TRACT MAP NO.884 PRECISE GRADING BRADFORD C.SMITH MR. & MRS. TODD JACKSON FORKERT ENGINEERING &SURVEYING, INC. F� �p S M' RG EGA ELEVATION=9.179 NAVD88 DATUM DRAWN: MJ 425 30TH STREET 808 W BAY AVE 22311 BROOKHURST ST, STE 203 ti a YEAR LEVELED 2015 808 W. BAY AVENUE C2 SUITE 22 NEWPORT BEACH, CA 92661 HUNTINGTON BEACH, CA 92646 No.58627 LEAD AND TAG ELEVATION=7.48 NEWPORT BEACH, CA 92663 (714)963-6793 * EXP. 12-31-20 CHCK'D: TR (949)631-3682 JN9737 s� CNP. NEWPORT BEACH, CALIFORNIA NO. DATE R E V I S 1-- 0 N S DATE: 2/12/19 9�OF CAC�Fp� THOMAS M. RUIZ DATE I