Loading...
HomeMy WebLinkAboutC216 ABBREVIATIONS GRATE ARCH ARCHITECTURAL CONSTRUCTION NOTES: a"PERFORATED PIPE A.C. ASPHALT CONCRETE 1 CONSTRUCT 5" MIN CONCRETE DRIVEWAY 8" MIN WIDE PEDESTRIAN SAFE BFF BASEMENT FINISH FLOOR O CONSTRUCT 4" MIN CONCRETE HARDSCAPE. DIMENSIONS DETERMINED BY FRAME & GRATE 3 8"SLOT BFP BASEMENT FINISH PAD GRATE FRAME DIMENSIONS, OPENING. EAST JO DAN IRON FG B.S.P. BY SEPARATE PERMIT 6" TOPSOIL MIN -I USE FRAME AS FORM WORKS OR EQUAL (800) 874-4100 , C.O. CLEAN 30 INSTALL 4" SQ GRATE DRAIN a CONC CONCRETE T ##4 REBAR 1.5" DISCHARGE ®INSTALL 4" ATRIUM GRATE �— 70P & BOTTOM SCH DG DECOMPOSED GRANITE 4"0 FRENCH DRAIN o ?. 2"DISCHARGE 4"DRAIN DS DOWNSPOUT PERFORATION 0 BOTTOM FINISH (IN) (OUT) DWY DRIVEWAY SO INSTALL PERFORATED DRAIN TRENCH PER DETAIL, SHEET C2 00 s' ' EMH ELECTRIC MANHOLE 3/4-CRUSHED ROCK GROUND EP EDGE OF PAVEMENT ESMT EASEMENT FILTER CLOTH 18" DRAIN TO STREET EXIST EXISTING ©INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN LAP 12" ® TOP 7OINSTALL TRENCH DRAIN PER DETAIL, C2 12" FILL THIS PORTION Wf CRUSHED INVERT FD FOUND ROCK AFTER POURING GRATE 4" AREA DRAIN LINE PER PLAN FF FINISH FLOOR ®INSTALL SUMP PUMP PER DETAIL SHEET C2 PERFORATED DRAIN/ X I SUPPORT CURB. FG FINISH GRADE S CRUSHED ROCK W/ / I 24• .) IE PER PLAN FH FIRE HYDRANT TRENCH DETAIL FILTER CLOTH IN-� FL�L CONCRETE CATCH BASIN FP FINISH PAD 9ONE INSTALL CATCH BASIN PER DETAIL, SHEET C2 IE PER PL 9 NTS 2" MIN-SET OUTLET TO NTS FS FINISH SURFACE A- DIG A 24" WIDE X 18" DEEP TRENCH PERFORATED DRAIN TRENCH 10 INSTALL SLOT DRAIN / GB GRADE BREAK B- PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE GFF GARAGE FINISH FLOOR C- FILL BOTTOM 8" OF THE TRENCH W/ CRUSHED ROCK GFP GARAGE FINISH PAD 11 INSTALL NEW SEWER CLEANOUT PER STD-406-L ON EXISTING SEWER LATERAL. FIELD VERIFY D- FORM AND POUR PERIMETER CONCRETE CURB R METE AS E- FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH HH GM G GAS METE TRENCH DRAIN $ SUMP PUMP DETAIL IE HIGH POINT ELEVATION NTS NTS I.P. IRON PIPE L&T LEAD AND TACK MH MANHOLE MON. MONUMENT \/ NTG NOTHING OG ORIGINAL GROUND \ PA PLANTER AREA PB PULL BOX PL PROPERTY LINE P.U.E. PUBLIC UTILITY EASEMENT PROP PROPOSED CONC. R/W RIGHT OF WAY SDWK SIDEWALK S.F.N. SEARCHED FOUND NOTHING AC pO�pCENt g01�0� SMH SEWER MANHOLE STLT STREEORARY T LIGHT TF M OPPOF FOOTINGCHMARK \\\ fffffff VVV ^^� TC TOP OF CURB CONC. TG TOP OF GRATE TOC TOP OF CONCRETE T.O.R. TOP OF RIDGE o� TW TOPTOS TOP OF SWALL LABry� ��\� AC �c WM WATERFMETER Ld Z / wIr ^o•° 10 3 8 = F w ^°� YY z F w � o w_ V �f F w \ �� F w ri F5 m o 1/ EXIST WALL o a N m 7 ?° \ v ,c ao sk o ^^?° ^^ 6� PROTECT N o ^�>� a o o ^ N N45'44'30"E 118.76' 2q I CONC... s.�e 1% %. 1 �% �� 2 mot . EXIST ° BARBEC19E 11g43T — COC. CONC. 1 P ROTECT ? F —�- 74T�2"- ---- P h n P . . 10 36 IE e e o e o e :42T 11.90 TG L L 0�0 PA a F$ 10.60 IE o —� 1L41TG PA AC a o o . ._ S C.O. tt SEAT WAL I e e e o -HP 11.75`yF5 F1S tP CO. NON Xs TERALN 1 .90:.,. r. F 0 TC LA NC. r 72.75 TW I COUNTER FS Fc , a F51 FIELD VERIFY R I AC yF I e 1J.35 TG e I SAND10.52 IE 1 co°F I 1 I ^ FF=12.00 GARAGE h��,e �, � e °' ° L° ,jII`. . . I 6�0� FP=11 .08 FP=10.68 ✓i ^• _ 11.25 I I ^^ 5„CONCRETE o CONC., 7 .16' 1 FS-G , ^^4, I 2% 11.92 . I 2„SAND � m ` 1 AC ^0� 11 I_ F I I 4 ROCK 3.8� `°. „ os% e s e 1 A CON•C: I ELEVATOR 3 -12" 1 w O AC e 11.50 SG CONC. Q k�F 10 IE . 10 ` I 11.92 ^ ^^ 11.70 TG .0. FS 4 10.96 IE I o ' c o e O qG \ CONC. l ' . ' , . I' e e o O Q ^^�d co AC DS 11.17 IE 11 90 51 o e o PA e F� el P e o 12.60 TC e o o� �o . oFS P' F�$ 1\\ P. F$ _ C `•h M gp .y�F� G1` . 95B2 G PCON 04 ably �i ` a 12. TC ` P . AC ° o 11,6 PA BBO ` FS ^ 11.50 TG 4 64 < ,1ss 7 74 �ry� Fp!�AGF ^>0 FG �h 1 p 5g e e e ry0 ✓ �� PA CONG. ^F / fOo/ /� `� 021'10"e 11g•g1, ` 0\ 1�50 ^1 ' CONC. AC CONC. �� i 11• a° 01 / o AAC DJACENT Ic' �i 91J DING CONC. . i 4F ^ yl Ac ^^� 6 3 h � `^• o F5 10.311E °F51 4 AC CONIC. 1 if N. DESIGNED: ARCHITECT: OWNER/DEVELOPER: PREPARED BY: QROFE$S10 SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: BRADFORD C. SMITH MARTIN RESIDENCE FORKERT ENGINEERING& SURVEYING, INC. �pS M, k9� EGA CONSULTANTS, LLC BENCHMARK NO: NB2 7 77 LOT 18 OF TRACT NO. 1011 PRECISE GRADING PLAN 425 30TH STREET 18 BALBOA COVES 22311 BROOKHURST ST, STE 203 H2O �cns 375-C MONTE VISTA AVENUE C2 DRAWN: MJ NEWPOSUITE 22 RT EACH, CA NEWPORT BEACH,CA 92663 HUNTINGTON BEACH, CA 92646 N0.58627 a COSTA MESA, CALIFORNIA 92627 ELEVATION: 8.56 FEET(NAVD88) 18 BALBOA COVES CHCK'D: TR 92663 (71 JN 9758 93 ,� EXP. 12-31-20 PH (949)642-9309 (949)631-3682 s> cNIx. �3 5/3/19 PROJECT NO. BS157-1 NEWPORT BEACH, CALIFORNIA NO. DATE R E V I S 1 0 N S DATE: 5/3/19 q�OF CAL��F THOMAS M. RUIZ DATE NOVEMBER 30, 2018